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Home My WebLink About20170969 Ver 1_Build Maps_20170804 (2)FEBRUARY 20, 2018 FEBRUARY 9, 2017 M ITCH ELL CO U N TY BRID GE NO. 29 OVER ROCK CREEK ON NC 226 GRAD ING, PAVING, D RAINAGE, AND STRU CTU RE 25 50 10050 25 50 10050 5 10 20 10 D T V = = = = = 55 10 40 % M PH ADT ADT 2018 2038 % * * TTST =7% FUN C CLASS = REG IO N AL TIER 0 0 0 PRO FILE (HO RIZO N TAL) R/W & UTIL. BRSTP-0226(14) PROJECT LENGTH RIGHT OF W AY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 D ESIGN D ATA Prepared in the Office of: SIGNATU RE: SIGNATU RE: P.E. P.E. D IVISION OF H IGH W AYS 2012 STAND ARD SPECIFICATIONS PROJECT ENGINEER PROJECT D ESIGN ENGINEER GRAPH IC SCALES PLAN S PRO FILE (VERTICAL) H YD RAU LICS ENGINEER ENGINEER ROAD W AY D ESIGN LOCATION: TYPE OF W ORK : 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 0 9 - F E B - 2 0 1 7 0 9 : 5 8 R : \ R o a d w a y \ P r o j \ b 5 1 7 0 _ r d y _ t s h . d g n $ $ $ $ U S E R N A M E $ $ $ $ 1000 B irch R idge D r., R aleigh N C , 27610 C O N T R A C T : T I P P R O J E C T : A R T MEN N A S O H D E P T O F T R A S PORT T I O N T A TEOFN RT C AR O LI N A 4 LEN G TH RO ADW AY TIP PRO JECT B-5170 = 0.103 M ILE TO TAL LEN G TH TIP PRO JECT B-5170 = 0.116 M ILE LEN G TH STRUCTURE TIP PRO JECT B-5170 = 0.013 M ILE CO LLECTO R B-5170 B I G R O C K C R E E K U N N A M E D B R A N C H SPR ING CR E E K -L- -DET- B - 5 1 7 0 THIS IS N O T A CO N TRO L O F ACCESS PRO JECT. K =11 % DUAL =3% P.E.42328.1.1 See Sheet 1A For Index of Sheets 2,123 1,970 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED KEVIN E. M O O RE, PE N ATHAN N . ADIM A, PE -Y 1 - (S R 1 3 3 4 ) B L E V I N S B R A N C H R D . NC 226 TE NNE SSE ETO B A K E RS VIL L E T O N C 2 2 6 BI G R O C K C R E E K CLEARIN G O N THIS PRO JECT SHALL BE PERFO RM ED TO THE LIM ITS ESTABLISHED BY M ETHO D II. THIS PRO JECT IS N O T W ITHIN AN Y M UN ICIPAL BO UN DARIES. BEG IN DETO UR CO N STRUCTIO N -DET- STA. 10+00.00 BEG IN DETO UR BRIDG E -DET- STA. 12+40.00 -Y1- STA. 12+11.00 EN D CO N STRUCTIO N EN D DETO UR BRIDG E -DET- STA. 13+03.00 -DET- STA. 15+41.57 EN D DETO UR CO N STRUCTIO N BEG IN BRIDG E -L- STA. 15+20.88 BEG IN TIP PRO JECT B-5170 -L- STA. 12+90.00 EN D TIP PRO JECT B-5170 -L- STA. 19+00.00 EN D BRIDG E -L- STA. 15+88.13 42328.2.1 (226 (261 .94 .7 3 1.20 .20 0 . 6 0 0 . 6 2 0.27 (226 ( (226 261 1333 1330 1334 1332 1331 1330 1329 1358 1337 1337 1326 1338 1341 1343 VICINITY M AP PROJECT LOCATION NAD 8 3 / N SRS 2 0 0 7 Existing Edge of Pavem ent Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Existing M etal G uardrail Existing Cable G uiderail Proposed G uardrail Equality Sym bol Pavem ent Rem oval Baseline Control Point RIGH T OF W AY: Existing Right of W ay M arker Existing Right of W ay Line h Existing Control of Access Proposed Control of Access Proposed Right of W ay Line C F Existing Easem ent Line Proposed Tem porary Construction Easem ent Proposed Tem porary Drainage Easem ent Proposed Perm anent Drainage Easem ent Proposed Perm anent Utility Easem ent H YD ROLOGY: Stream or Body of W ater Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ; z v W K Proposed Lateral, Tail, Head Ditch False Sum p Proposed Cable G uiderail M AJO R: Bridge, Tunnel or Box Culvert Bridge W ing W all, Head W all and End W all M IN O R: Head and End W all Pipe Culvert Footbridge Paved Ditch G utter U TILITIES: ROAD S AND RELATED FEATU RES: Existing Power Pole Proposed Power Pole P U/G Power Cable Hand Hole Power M anhole Power Line Tower Power Transform er Existing Joint Use Pole Proposed Joint Use Pole Existing Telephone Pole Proposed Telephone Pole Telephone M anhole Telephone Pedestal U/G Telephone Cable Hand Hole R } T p Q l ] / b H-Fram e Pole O O PO W ER: TELEPHO N E: Telephone Cell Tower W ATER: W ater M anhole W ater M eter W ater Valve W ater Hydrant 4 I H a TV: TV Pedestal TV Tower U/G TV Cable Hand Hole | I ] G AS: G as Valve G as M eter n c SAN ITARY SEW ER: Sanitary Sewer M anhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line d o A/G W ater Above G round G as Line A/G Gas Above G round W ater Line Above G round Sanitary Sewer A/G Sanitary Sew er M ISCELLAN EO US: Utility Pole O F S 3 Utility Pole with Base Utility Located O bject Utility Traffic Signal Box ? CONC CONC W W v v Drainage Box: Catch Basin, DI or JB Storm Sewer Storm Sewer M anhole m U/G Tank; W ater, G as, O il A/G Tank; W ater, G as, O il BOU ND ARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property M onum ent Existing Fence Line Proposed W oven W ire Fence Proposed Chain Link Fence Proposed Barbed W ire Fence g F 123 Existing W etland Boundary Proposed W etland Boundary Existing Endangered Anim al Boundary Existing Endangered Plant Boundary BU ILD INGS AND OTH ER CU LTU RE: Area O utline G as Pum p Vent or U/G Tank Cap Church School Dam Sign Sm all M ine W ell V M WW S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge W oods Line O rchard Vineyard RAILROAD S: Standard G auge RR Signal M ilepost Switch RR Abandoned RR Dism antled S FLOW *S.U .E. = Subsurface U tility Engineering WLB EIP B ECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cem etery EXISTING STRU CTU RES: Parcel / Sequence N um ber E AATUR End of Inform ation E.O .I. SHEET NO .PRO JECT REFEREN CE NO . 1BB-5170 Abandoned According to Utility Records WLB EAB EPB R W R W R W C A E TDE PDE PUE S P P T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL Jurisdictional Stream JS 0 4 / 0 6 / 1 5 Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 W etland Proposed Perm anent Easem ent with Iron Pin and Cap M arker Proposed Tem porary Utility Easem ent TUE Iron Pin and Cap M arker Proposed Right of W ay Line with DUEProposed Perm anent Drainage / Utility Easem ent AUEProposed Aerial Utility Easem ent CRProposed Curb Ram p CO N VEN TIO N AL PLAN SHEET SYM BO LS Underground Storage Tank, Approx. Loc. G eoenvironm ental Boring Concrete or G ranite R/W M arker Proposed Right of W ay Line with C A Concrete C/A M arker Proposed Control of Access Line with HPBExisting Historic Property Boundary U/G Power Line LO S B (S.U.E.*) U/G Power Line LO S C (S.U.E.*) U/G Power Line LO S D (S.U.E.*) P U/G Telephone Cable LO S B (S.U.E.*) U/G Telephone Cable LO S C (S.U.E.*) U/G Telephone Cable LO S D (S.U.E.*) T U/G Telephone Conduit LO S B (S.U.E.*) U/G Telephone Conduit LO S C (S.U.E.*) U/G Telephone Conduit LO S D (S.U.E.*) TC U/G Fiber O ptics Cable LO S B (S.U.E.*) U/G Fiber O ptics Cable LO S C (S.U.E.*) U/G Fiber O ptics Cable LO S D (S.U.E.*) T FO U/G W ater Line LO S B (S.U.E*) U/G W ater Line LO S C (S.U.E*) U/G W ater Line LO S D (S.U.E*) W U/G TV Cable LO S B (S.U.E.*) U/G TV Cable LO S C (S.U.E.*) U/G TV Cable LO S D (S.U.E.*) TV U/G Fiber O ptic Cable LO S B (S.U.E.*) U/G Fiber O ptic Cable LO S C (S.U.E.*) U/G Fiber O ptic Cable LO S D (S.U.E.*) TV FO U/G G as Line LO S B (S.U.E.*) U/G G as Line LO S C (S.U.E.*) U/G G as Line LO S D (S.U.E.*) G SS Forced M ain Line LO S B (S.U.E.*) SS Forced M ain Line LO S C (S.U.E.*) SS Forced M ain Line LO S D (S.U.E.*) FSS Utility Unknown U/G Line LO S B (S.U.E.*) U/G Test Hole LO S A (S.U.E.*) STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS Note: Not to Scale UST Contam inated Site: Known or Potential Known Contam ination Area: Soil Potential Contam ination Area: Soil Known Contam ination Area: W ater Potential Contam ination Area: W ater IN FORM ATION IS N EEDED, PLEASE CON TACT TH E LOCATION AN D SU RVEYS U N IT. SITE CALIBRATION IN FORM ATION H AS N OT BEEN PROVIDED FOR TH IS PROJECT. IF FU RTH ER TH E FILES TO BE FOU N D ARE AS FOLLOW S: IN DICATES GEODETIC CON TROL M ON U M EN TS U SED OR SET FOR H ORIZON TAL PROJECT CON TROL BY TH E N CDOT LOCATION AN D SU RVEYS U N IT. PROJECT CON TROL ESTABLISH ED U SIN G GLOBAL POSITION IN G SYSTEM . N ETW ORK ESTABLISH ED FROM N GS ON LIN E POSITION IN G SERVICE (OPU S) N OTES: H TTP://W W W .DOH .DOT.STATE.N C.U S/PRECON STRU CT/H IGH W AY/LOCATION /PROJECT/ PROJECT CON TROL DATA AT: 1. TH E CON TROL DATA FOR TH IS PROJECT CAN BE FOU N D ELECTRON ICALLY BY SELECTIN G B I G R O C K C R E E K B5170_LS_CON TROL.TXT 1C-1 BL-1 1 4 ’ B S T GR B S T BM 2 1 6 .5 ’ B S T BRIDGE No. 29 BRIDGE FOOT GR GR BST 1 8 ’ B S T GR B S T BL-3 BL-4 8 ’ SO IL 18’ B ST BI G R O C K C R E E K W D DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B5170-2" WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 871935.5780(ft) EASTING: 1056083.6075(ft) ELEVATION: 2745.77(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999863428 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B5170-2" WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF ELEVATION: 2745.77(ft) (GROUND TO GRID) IS: 0.999863428 THE N.C. LAMBERT GRID BEARING AND VERTICAL DATUM USED IS NAVD 88 "B5170-2" TO -L- STATION 12+90.00 IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES N 27 33’44.56" E 1094.73’ BY-5 N = 872636.1226 E = 1056503.9500 LOCALIZED PROJECT COORD INATES NCD OT BASELINE M ONU M ENT (BL-1) TO BAKERSVILLE N = 873133.9868 E = 1056594.8759 N = 873555.0929 E = 1056423.8125 LOCALIZED PROJECT COORD INATES NCD OT BASELINE M ONU M ENT (BL-3) N 34 47’51.29" W 523.82’ TO TEN N ESSEE SR 1330 H U G HS G AP R D. 19.5’ BST N = 873985.2380 LOCALIZED PROJECT COORD INATES NCD OT BASELINE M ONU M ENT (BL-4) E = 1056124.8808 N = 873082.8196 E = 1056886.0872 LOCALIZED PROJECT COORD INATES NCD OT BASELINE M ONU M ENT (BY-5) N 2733’44.56" E 1094.73’ B L E V I N S B R A N C H R D (S R 1 3 3 4 ) LOCALIZED PROJECT COORD INATES NCD OT BASELINE M ONU M ENT (BL-2=BY2) BL-2=BY2 8 6 3. 7 5 N 0 7 4 8 ’ 0 0. 7 7 " E TIE LI NE T I E L I N E B I G R O C K C R E E K SPRING CREEK SPRING CREEK GPS1=B5170-1 LOCALIZED PROJECT COORD INATES NCD OT GPS M ONU M ENT (B5170-1) N = 871079.8200 E = 1055966.3800 LOCALIZED PROJECT COORD INATES NCD OT GPS M ONU M ENT (B5170-2) N = 871935.5780 E = 1056083.6075 B5170-2 GPS2= LOCALIZED PROJECT COORD INATES N = 872906.0632 E = 1056590.1538 BEG STATE PROJECT 42328.1.1 -L- POC STA. 12+90.00 LOCALIZED PROJECT COORD INATES N = 873487.2724 E = 1056436.2655 END STATE PROJECT 42328.1.1 -L- POT STA. 19+00.00 ELEV.=2767.90’ 46.22’ RIGH T -L- STA 15+08.88 BM #2 LOCALIZED PROJECT COORD INATES N = 873103.6301 E = 1056787.9023 END STATE PROJECT 42328.1.1 -Y1- POT STA. 12+11.00 - L- -L- -Y 1 - - Y 1 - **************************************** NAIL IN THE BASE OF A 30" RED OAK L STATION 15+08.88 46.22’ RIGHT N 873134 E 1056618 BM2 ELEVATION = 2767.90 **************************************** **************************************** NAIL IN THE BASE OF A 13" MAPLE N 872235 E 1056275 BM1 ELEVATION = 2753.30 **************************************** **************************************** NAIL IN THE BASE OF A 12" PINE N 873931 E 1056120 BM3 ELEVATION = 2795.60 **************************************** E = 1056582.8461 N = 873081.0202 -Y1- POT STA. 10+00.00 -L- POC STA.14+66.00= NC 226 N C 226 22’ BST 2 2’ B S T B-5170 ELEV.=2753.30’ 462.12’ FROM BL-1 IS S 29 39’ 09" W BM #1 ELEV.=2795.60’ 483.60’ FROM BL-3 IS N 38 55’22" W BM #3 N C G R I D N A D 8 3 / N S R S 2 0 0 7 4 BL4 873985.2380 1056124.8808 2799.78 OUTSIDE PROJECT LIMITS 3 BL3 873555.0929 1056423.8125 2775.84 19+65.94 20.17 RT 2 BL2=BY2 873133.9868 1056594.8759 2766.70 15+14.59 24.07 RT 1 BL1 872636.1226 1056503.9500 2760.63 10+08.45 21.51 RT GPS2 B5170-2 871935.5780 1056083.6075 2745.77 OUTSIDE PROJECT LIMITS GPS1 B5170-1 871079.8200 1055966.3800 2729.03 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BL 5 BY5 873082.8196 1056886.0872 2770.00 OUTSIDE PROJECT LIMITS 2 BL2=BY2 873133.9868 1056594.8759 2766.70 10+29.02 45.91 LT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET BY SHEET N O .PRO JECT REFERENCE N O . 6 / 2 / 9 9 0 9 - F E B - 2 0 1 7 0 9 : 5 8 R : \ R o a d w a y \ P r o j \ B 5 1 7 0 _ l s _ 1 c - 1 . d g n $ $ $ $ U S E R N A M E $ $ $ $ Location and Surveys N OTE: DRAW IN G N O T TO SCALE (FIN AL) SU RVEY CO N TROL SH EET B-5170 0 9 - F E B - 2 0 1 7 0 9 : 5 8 R : \ R o a d w a y \ P r o j \ b 5 1 7 0 _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIG N ENG IN EER EN GINEER R/W SHEET NO .5 / 1 4 / 9 9 SHEET N O .PRO JECT REFEREN CE NO . D O C U M EN T N O T C O N SID ER ED FIN A L U N LESS A LL SIG N A TU R ES C O M PLETED TYPICAL SECTIO N N O . 2 CL G RADE TO THIS LIN E C1 U W 1 22’ EXISTIN G E1 2: 1 N ATURAL G RO UN D T 12’ PS 4’ C2 E1 4:1 2: 1 8’ N ATURAL G RO UN D T 12’ PS 4’ C2 TYPICAL SECTIO N N O . 3 CL 2: 1 N ATURAL G RO UN D T 12’ PS 4’ 4:1 2: 1 8’ N ATURAL G RO UN D T 12’ PS 4’ C2C2 E1 B-5170 2A-1 -L- (N C 226) -L- (N C 226) PO IN T G RADE CL C2 E2E2 C3 E2 U C2 -L-, -Y1- .04 .04 G RADE PO INT 12’12’7’-11"7’-11" 1’-1"1’-1" G RADE TO THIS LIN E 42’ - 0" TYPICAL SECTIO N N O . 1 CL G RADE TO THIS LIN E C1 U 22’ EXISTIN G E1 2: 1 N ATURAL G RO UN D T PS 4’ C2 E1 4:1 2: 1 8’ N ATURAL G RO UN D T PS 4’ C2 -L- (N C 226) M IN. RAIL BRIDG E 3" 39’-10" CLEAR RO ADW AY PAVEM EN T SCH ED U LE 14 CO RED SLAB UN ITS C1 C2 C3 E1 E2 J T on Structure (W 2) W edging Detail for W earing Surface M IN . 3" M IN . 3" DETAIL SHO W IN G M ETHO D O F W EDG IN G (W 1) W 1 W 2 U E1 8.5" 8.5"8.5" 8.5"8.5" P 1 :1 1 :1 CRO W N PO IN T 1 :1 1 :1 G RADE PO IN T USE TYPICAL SECTIO N N O . 3 -L- STA. 16+60.00 TO -L- STA. 18+40.00 -L- STA. 13+50.00 TO -L- STA. 14+70.00 USE TYPICAL SECTIO N N O . 2 USE TYPICAL SECTIO N N O . 1 -L- STA. 12+90.00 TO -L- STA. 13+50.00 -L- STA. 18+40.00 TO -L- STA. 19+00.001:1 1 :1 .02 .02 .08.08 .08 .02 .02 .08 .08 EXIST.EXIST..08 -L- STA. 14+70.00 TO -L- STA. 15+20.88 (BEG IN BRIDG E) -L- STA. 15+88.13 (EN D BRIDG E) TO -L- STA. 16+60.00 L4 3/4" @ C BRG . @ C BRG . 4 3/4"@ C BRG . 4 3/4" L L W 2C2 C2 -L- STA. 15+20.88 (BEG IN BRIDG E) TO -L- STA. 15+88.13 (EN D BRIDG E) TYPICAL SECTIO N O F CO RED SLAB BRIDG E E2C3 CL -L- (N C 226) @ C BRG . 4 3/4" L G RADE PO IN T 11’ W /G R 11’ W /G R 8’8’ 11’ W /G R 8’ 11’ W /G R 8’ 11’ W /G R 12’-EXIST.12’-EXIST.11’ W /G R 8’VAR.VAR.8’ C2 O RIG INAL G RO UND G RADE TO THIS LIN E SHO ULDER BERM G UTTER DETAIL: VAR. 2:1 TO 6:1 8.5" E1 T R1 E2 -L- STA. 15+00.00 TO STA. 15+07.00 LT C2 R1 -L- STA. 16+02.00 TO STA. 17+17.00 LT BE PLACED IN LAYERS NOT TO EXCEED 3" DEPTH. AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. PER 1 " DEPTH. TO PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROP. APPROX. 5 " ASPHALT CONCRETE BASE COURSE, TYPE B25.0, AT AN AVERAGE RATE OF 224 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO THAN 5 " IN DEPTH. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER PROP. 8" AGGREGATE BASE COURSE. EARTH MATERIAL VAR. DEPTH ASPHALT WEDGING (SEE DETAIL) VAR. DEPTH ASPHALT WEDGING FOR WEARING SURFACE (SEE DETAIL) EXISTING PAVEMENT TO BE RETAINED PRIME COAT AT THE RATE OF 0.35 GALLONS PER SQ. YARD AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. (FINAL PAVEMENT DESIGN) SHOULDER BERM GUTTER NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. C1 E1 C2 T U W 1 PAVEM EN T SCHEDULE 0 9 - F E B - 2 0 1 7 0 9 : 5 8 R : \ R o a d w a y \ P r o j \ b 5 1 7 0 _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIG N ENG IN EER EN GINEER R/W SHEET NO .5 / 1 4 / 9 9 SHEET N O .PRO JECT REFEREN CE NO . D O C U M EN T N O T C O N SID ER ED FIN A L U N LESS A LL SIG N A TU R ES C O M PLETED B-5170 2A-2 TYPICAL SECTIO N N O . 4 CL 2: 1 N ATURAL G RO UN D T E1 G RADE TO THIS LIN E -Y1- 9’ 4:12: 1 8’ N ATURAL G RO UN D T 9’ C2 TYPICAL SECTIO N N O . 5 CL 2: 1 N ATURAL G RO UN D T -Y1- 4:12: 1 8’ N ATURAL G RO UN D T C2 W 1 U THIS LIN E G RADE TO E1E1 TYPICAL SECTIO N N O . 6 CL 6’ W /G R 4’ 2: 1 N ATURAL G RO UN D T G RADE TO THIS LIN E 6’ W /G R 4’3’ C1 -DET- FDPS 2’ FDPS 2’ 4:1 2: 1 N ATURAL G RO UN D 8.5"8.5" 8.5" 10" J P P T J .08 .02 .02 .081:1 1 :1 USE TYPICAL SECTIO N N O . 4 -Y1- STA. 10+12.10 TO -Y1- STA. 11+00.00 USE TYPICAL SECTIO N N O . 5 -Y1- STA. 11+00.00 TO -Y1- STA. 11+86.00 N O TE: (1) TRAN SITIO N FRO M T.S. N O . 5 TO EXISTIN G -Y1- STA. 11+86.00 TO -Y1- STA. 12+11.00 USE TYPICAL SECTIO N N O . 6 .08 .02 .02 .08 G RADE PO IN T G RADE PO INT 1 :1 1 :1 G RADE PO IN T .02 .02 .08.08 6"6" 2" S9.5B 3" S9.5B 5.5" B25.0B 8" Aggregate Base Course PRIM E CO AT EARTH M ATERIAL EXISTIN G PAVEM EN T W EDG IN G DETAIL G RADE PO IN T 2’-0"2’-0" (O NE LAN E TW O W AY TRAFFIC) Detour Bridge TYPICAL SECTIO N O F DETO UR BRIDG E -DET- STA. 13+03.00 (EN D DETO UR BRIDG E) -DET- STA. 12+40.00 (BEG IN DETO UR BRIDG E) TO -DET- STA. 10+52.68 TO -DET- STA. 12+40.00 (BEG IN DETO UR BRIDG E) -DET- STA. 13+03.00 (EN D DETO UR BRIDG E) TO -DET- STA. 14+86.33 CL -DET- 5’-6"5’-6" .02 .02 C1 2’2’ 2’ 5’-6" VAR TO 10’ 5’-6" VAR TO 10’ 4:1 2: 1 T 6" 2’ 7’ W /G R 9’-EXIST. VAR.VAR. 9’-EXIST. 16.5’ EXISTIN G (FINAL PAVEMENT DESIGN) UNLESS SHOWN OTHERWISE. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 TO STA. 17+17 -L- LT FRO M EN D APPRO ACH SLAB PRO P. SBG REM O VE HW REM O VE PIPEREMOVE PIPE PIPE O UTLET CHAN NEL SEE DETAIL A Slope Fill GEO TEXTILE FRO M STA. 16+50 TO STA. 17+00-L-LT LATERAL BASE DITCH W /CL B RIP RAP SEE DETAIL B 2 TO N S, 7 S.Y. G EO TEXTILE CLASS B RIP RAP 1 TO N, 5 S.Y. GEO TEXTILE CLASS B RIP RAP 1 TO N , 5 S.Y. G EO TEXTILE CLASS B RIP RAP EXIST. PIPE REM O VE 60LF PLUG AT R/W (TYP.) TO SHO ULDER ELEVATIO N RIP RAP CLASS II 24 TO NS BAN K STABILIZATIO N RIP RAP CLASS II 80 TO N S BANK STABILIZATIO N RIP RAP CLASS II 350 CY TO ELEV. 2760.5’ (TYP.) PRO P. EXCAVATIO N R E V I S I O N S R / W R E V I S I O N : U P D A T E D P E R M A N E N T U T I L I T Y E A S E M E N T O N P A R C E L 5 7 / 2 7 / 2 0 1 7 A J F HYDRAULICSROADWAY DESIG N EN GIN EER EN G INEER R/W SHEET NO . SHEET NO .PRO JECT REFEREN CE NO . 2 7 - J U L - 2 0 1 7 1 1 : 3 3 R : \ R o a d w a y \ P r o j \ b 5 1 7 0 _ r d y _ p s h _ 4 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 B-5170 4 D O C U M EN T N O T C O N SID ER ED FIN A L U N LESS A LL SIG N A TU R ES C O M PLETED N O TES: (3) SEE SHEETS S-1 TO S-XX FO R STRUCTURE PLAN S (2) SEE SHEET 5 FO R PRO FILES (1) SEE SHEET 2B-1 FO R -DET- DESIG N APPRO ACH SLAB NAD 83 / NSRS 2007 AT-1 AT-1 20’ BEG IN PRO JECT B-5170 -L- PO C STA. 12+90.00 -L- PO T STA. 19+00.00 EN D PRO JECT B-5170 20’ + 4 6 0 6 0 5 + 3 0 .5 7 0 4 0 4 0 5 0 5 0 4 0 3 0 6 -L- PCC STA. 13+50.00 BEG IN G RADE -L- PO T STA. 18+40.00 EN D G RADE TRAFFIC DIAGRAM 2037 2018 ADT -L- 2,523 2,305 NC 226 2,115 1,970 - Y 1 - 508435 S R 1 3 3 4 B R A N C H R D B L E V I N S 100100 5 3 5 6 0 8 0 2 0 1 0 0 0 1 E X I S T. 02 01 -Y1- PO T STA. 12+11.00 EN D CO N STRUCTIO N +38 1 2 ’ 1 2 ’ E X I S T . 1 2 ’ 1 2 ’ E X I S T . + 3 8 . 4 9 I N C 1 8 ’ 8 : 1 8 : 1 4 ’ P S 4 ’ P S TYPE-III TYPE-III 1 2 ’ 1 2 ’ 7 ’ - 1 1 " 7 ’ - 1 1 " (NOT TO SCALE) SKETCH SHOWING PAVEMENT / BRIDGE RELATIONSHIP TYPE-III SHO P CURVE 3 9 ’ - 1 0 " TYPE-III SHO P CURVE INC 25 ’ INC 25’ I N C18 ’ IN C 25’ 4 ’ P S IN C25’ 4 ’ P S + 4 0 + 7 5 .0 0 TL-3GRAU 350 G RAU 350 TL-3 -L- STA. 15+20.88 BEGIN BRIDGE -L- STA. 15+88.13 END BRIDGE -L- STA. 15+07.00 BEGIN APPROACH SLAB -L- STA. 16+02.00 END APPROACH SLAB 50’R 30’R 20’R 20’R 20’R 50’R 20’R 20’R 20’R AT-1 0 4 0 4 0 5 9 ’9 ’ 6 0 ’ TA P ER LT& R T L T & R T T A P E R 2 5 ’ 60’ TAPER LT&RT (STR. PAY ITEM ) (STR. PAY ITEM ) (STR. PAY ITEM ) -L- STA. 16+02.00 BEGIN SBG 70’ RT 78’ RT 74’ RT EX. RW EX. RW 75’ RT +44.00 -L- EX. R/W +16.00 -L- EX. RW +42.00 -L- EXIST R/W 61’ LT EX. R/W 94’ RT +88.00 -L- +25.00 -L- +58.00 -L- +51.00 -L- +90.00 -L- +52.00 -L- +32.00 -L- EX. RW 75’ RT 88’ RT EXIST R/W 110’ RT +86.00 -L- +91.00 -L- EXIST R/W +44.00 -L- 52’ LT 208’ LT +52.00 -L- 245’ LT +79.00 -L- +76.00 -L- 80’ LT 98’ LT +98.00 -L- +03.00 -L- +16.00 -L- +74.00 -L- 61’ LT +08.00 -L- +43.00 -L- +31.51 -L- +05.00 -L- EXIST R/W 1 8 " R C P - I I I HW 4 2 " R C P - I II 1 8 " R C P-I V 2GI 1 5 "1 8 " ( Not to Scale) PIPE O UTLET CHANNEL DETAIL A FRO M STA. 16+42 -L- LT Ground Natural G round Natural (Variable) CHANNEL BED Est.= 9 Tons of Class I Rip-Rap d= 2.0 Ft. Length= 10 Ft. E XI S TI N G B A N K EXISTIN G BAN KMIN. 2:1 TO TIE M I N. 2: 1 T O TI E d ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. FRO M STA. 16+50 TO STA. 17+00 -L- LT DETAIL B b= 5.0 Ft. B= 2.0 Ft. M ax. d= 1.0 Ft. M in. D= 1.0 Ft. *W hen B is < 6.0’ Type of Liner= CLASS B Rip-Rap Ground Natural 0401 0404 0409 0411 0403 0402 0405 0406 0407 0408 04100412 TB 2GI TB 2G I 18" RCP-IV 1 5 " PASTURE TB 2GI RIP RAP CL B PI Sta 11+28.15 D L = 140.67’ T = 70.53’ R = 780.00’ PI Sta 12+74.85 D L = 151.70’ T = 76.55’ R = 457.47’ PI Sta 14+15.62 D L = 130.57’ T = 65.62’ R = 525.00’ -L- -Y1- PI Sta 17+06.18 D L = 202.75’ T = 101.86’ R = 850.00’ -L- PC Sta. 10+57.62 -L - P C C S t a . 1 1 +9 8 .3 0 - L - P C C S t a . 1 3 + 5 0 .0 0 - L - P C S t a . 1 6 + 0 4 .3 3 - L - P T S t a . 1 8 + 0 7 . 0 8 - L - P O T S t a . 2 0 + 4 7 . 3 5 -L- PI Sta 11+12.19 D L = 78.19’ T = 39.89’ R = 160.00’ - Y 1 - P T S t a. 1 1 + 5 0. 4 9 -Y1- POT Sta. 10+00.00 -L- POC Sta. 14+66.00 - Y 1 - P O T S t a. 1 2 + 2 8. 9 2 SE = EXIST.SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS -Y1- PC Sta. 10+72.30 -L- POT Sta. 10+00.00 10 20 15 - L - P T S t a . 1 4 + 8 0 .5 7 R R S PI K E 15" C MP S LANDSCAPE AREADECK S P R I N G C R E E K BI G R O C K C R E E K B I G R O C K C R E E K 22’ BSTNC 226 19.5’ BST HUGHS GAP RD. (SR 1330) TENNESSEETO BL-1 BL-2 BL-3 1 0 0 . 0 0 ’ 5 0 . 0 0 ’ 5 0 . 0 0 ’ EXISTING R/W 6 0. 0 0 ’ 3 0. 0 0 ’ 3 0. 0 0 ’ E X I S T I N G R /W E X I S T I N G R /W 2 4 . 0 0 ’ E XISTIN G R/ W E XISTIN G R/ W EXISTING R /W EXISTING R/W EXISTING R/W EXISTING R/W E XIS TI N G R/ W E XIS TI N G R/ W A M A N D A H U G H S P B 1 P G 7 D B 3 5 3 P G 117 PB 1 PG 7 DB 523 PG 877 SANDRA G. CALHOUN DB 311 PG 114 EIP FENCE POST M ETAL FENCE POST M ETAL FENCE POST M ETAL FENCE PO ST M ETAL E IP E IP DB 431 PG 68 ROGER L. JENKINS N 8 8 4 3 ’3 5 " E 5 2 .4 8 ’ S 8 4 2 8 ’1 3 " E 6 0 .5 3 ’ N 7 7 3 9 ’ 2 2 " E 5 2 . 4 8 ’ N 6 9 0 0 ’ 0 6 " E 5 2 . 4 8 ’ N 6 5 4 6 ’ 4 9 " E 8 4 . 1 3 ’ N 8 5 4 9 ’ 1 5 " E 5 6 6 . 4 4 ’ N 3055’40" E119.79’ N 64 00’47" W 138.20’ S 64 00’47" E 100.74’ N 2823’00" E 50.00’ S 64 21’27" E 239.37’ S 64 21’27" E 140.00’ N 64 21’27" W102.82’S 3028’33" W 100.00’ N 7 2 1 1 ’ 4 3 " E 9 5 . 2 5 ’ N 8 5 4 1 ’ 4 3 " E 6 6 . 0 0 ’ N 8 1 1 1 ’ 4 3 " E 1 7 3 . 2 5 ’ S 7 0 1 1 ’ 4 3 " W 9 9 . 4 8 ’ S 5 0 1 1 ’ 4 3 " W 9 9 . 0 0 ’ S 4311’43" W 82.50’ N 5 2 13’ 2 2 " E 117.7 2’ N 19 3 5’ 5 8" E 1 0 1. 3 4’ N 5525’18" W150.88’ S 3555’54" W 204.04’ N 5404’06" W195.43’ S 33 08’12" E103.19’2 9 .4 6 ’ N 8 7 0 2 ’ 1 6 " W 6 0 . 1 5 ’ S 03 32’32" E 289 .71’ S 23 47’00" E261.98’ S 4 8 15’3 6" W 15 7.8 0’ N 37 10’22" W50.79’ N 33 11’07" W50.44’ N 5 1 2 1’5 0 " E 10 4.9 7’ S 5 1 2 1’5 0 " W 9 5.7 7’ N 4746’10" W 99.84’ N 35 49’10" W 134.09’ S 6 4 0 4 ’ 3 7 " W 6 6 . 0 0 ’ S 5 4 5 1’ 2 4 " W 1 6 9. 9 9’ 2 0 4 .3 8 ’ N 43 15’31" W N 8 1 0 8 ’4 3 " W 2 3 .8 5 ’ S 4218’09" W 195.41’ N 5557’37" W195.41’ N 22 13’0 1" E 78.12’ N 3822’05" E 61.99’ N 6 2 0 7 ’ 2 4 " E 3 8 . 2 5 ’ N 86 14’42" E 30.93’S 8 8 0 1 ’ 3 2 " W 2 3 . 8 4 ’ N 24 00’08" W 193.88’ N 59 23’20" E 43.02’ S 5 9 2 3 ’ 2 0 " W 4 8. 6 6 ’ N 3257’56" E156.97’ N 4 8 2 6’17" E 4 2.2 4’ N 3704’03" E 77.63’ N 5 1 0 0’2 2" E 9 9.2 4’ N 45 23’27" E 47.37’ S 45 32’09" W 52.87’ 10.14’ N 5141’29" W189.46’ S 5354’45" E102.62’ S 5354’45" E 50.30’ S 3811’03" W 107.24’ N 5407’09" W103.81’ 8.15’ S 5357’01" E119.17’ S 3423’56" W 79.98’ S 3514’47" W 60.70’ S 3131’44" W 68.15’ S 6129’29" E243.98’ T T PED #L220 P1 PED #717 12 1SBRKD 10’ GR 10’ GR 8 ’ SO IL 1SF D 1SF D S M TL S S 1SF & BRKD 1 4 ’ B S T (BUS) 1SBRK HEAD W ALL ROCK B S T 2SFD A P T . G A R A G E S ABAN S GR 48" W D GR STATIONTELEPHONE SW ITCH W D (BUS)1SF GR B S T 72"CHL 1SBRKD 1 8 ’ B S T BST (BUS)1SBRK 2SFD W D DECK (BUS) 1SF & STUCCO 7 2" C H L CO NC G R W G R G R 2 3 4 5 6 7 8 9 14 15 16 17 18’ B ST C O N C . BA TH B IRD LT 8 ’ S O I L 2 ’ R O C K W A L L 7 2" C H L ABAND. POLE ABAND. POLE W/LT W/LT W / L T W /LT BRIDGE #29 DESCRIPTION 2 STEEL SUPPORT BEAM S W ITH W OODEN DECK & RAILS IS A FOOT BRIDGE ATTACHED TO BRIDGE M ETAL GUARD RAIL 12 STEEL SUPPORT BEAMS W OODEN W ING W ALLS W OODEN DECK 2 LANE BST BRIDGE 15" CM P INV.=2777.62’15 " C M P INV .=2774.43’ 15" RCP 1SFBRAMPWHEELCHAIR S 18" CMP 18" C MP 18" CMP 15 " R C P HEAD W A LLCONC. EIP 12" CM P O NLYDIRECTIONA L EIP W IRE ELEV.=2786.27’ O/H LOW BRIDGE FOOT BRIDGE No. 29 U N N A M E D B R A N C H W W S 64 21’27" E 104.22’ R EF. D B 171 PG 27 D B 393 PG 561 SHIRLEY SUE W H ITSO N SM ITH G RU N D STRO M 16 N 29 28’41" W 26.92’ LIFT STA TIO NSEWERSANITARY 10 S 0 1 4 2 ’3 8 " W 12 1 S 11 N 8 3 1 1 ’ 4 3 " E 1 8 1 . 5 0 ’ MARK JAMES SHEETS 13 C H A D T R A V I S & L I S A H U G H S C A L H O U N D B 2 3 8 P G 4 0 2 1 6 .5 ’ B S T B L E V I N S B R A N C H R D . (S R 1 3 3 4 ) 2 2’ B S T N C 2 2 6 IVETTE M . SOCARRAS DB 435 PG 931 DB 168 PG 280 WESTERN CAROLINA TELEPHONE CO. SHIRLEY SUE W HITSON SM ITH GRUNDSTROM REF. DB 171 PG 27 DB 393 PG 561 BULADEAN COM M UNITY CENTER PB 1 PG 7 DB ? PG ? BIRCHFIELD BOBBY & BARBARA DB 162 PG 75 DB 497 PG 863 DB 162 PG 545 BIRCHFIELD BOBBY & BARBARA DORIS BOONE DB 538 PG 468 ANGELA M . JARRETT DB 218 PG 817, FIRST TRACT HEIRS TRULA BURLESON DB 133 PG 519 & ALVIN D. OLLIS JETER & ZEDA PARKER DB 370 PG 596, FIRST TRACT IVETTE M . SOCARRAS DB 434 PG 116 NORTH CAROLINA M ITCHELL COUNTY, DB 280 PG 646 ROGER & BASIA JENKINS BILLIE GARLAND W ILLIAM & DB 530 PG 895 51.40’+18.48 49.83’ +89.52 57.03’ +08.65 51.16’ +47.69 50.14’ +06.23 50.70’ +18.13 6 3 . 2 7 ’ + 7 0 . 2 8 BM 2 F F C F F F F F F F F F C C C F F F F F C C C C F F F F F F F F F F F F F F REM O VE 10 LF EXIST. 18" RCP EST. 25cy ELEV=2761.5’ EXCAVATIO N TO BAN K STABILIZATIO N CLASS II RIP RAP ELEV=2760.5’ EXCAVATIO N TO R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 9 - F E B - 2 0 1 7 0 9 : 5 8 R : \ R o a d w a y \ P r o j \ b 5 1 7 0 _ r d y _ p s h _ d e t . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 2B-1B-5170 D O C U M EN T N O T C O N SID ER ED FIN A L U N LESS A LL SIG N A TU R ES C O M PLETED N O TES: (2) SEE SHEETS S-1 TO S-XX FO R STRUCTURE PLAN S (1) SEE SHEET 4 FO R -L- DESIG N (2) SEE SHEET 5 FO R PRO FILES DETO UR DETAIL TYPE-III TYPE-IIITYPE-III TYPE-III 1 1 ’ 2 0 ’ + 1 5 -DET- PC STA. 10+00.00 BEGIN DETOUR CONSTRUCTION -DET- PT STA. 15+41.57 END DETOUR CONSTRUCTION -DET- STA. 10+52.68 BEGIN GRADE -DET- STA. 14+86.33 END GRADE 2 0 ’ 1 1 ’ + 7 0 AT-1 1 5 ’ P S2’ P S2’ 1 1 ’ GRAU 350 TL-2 G RAU 350 TL-2 0 7 +8 5 0 6 0 5 0 4 0 2 0 3 0 2 0 3 0 4 0 5 0 6 20’ INC+ 5 0 2 0’ I N C 9 ’ -Y1- POT STA. 12+11.00 END CONSTRUCTION E X I S T. 0 1 9 ’ 0 0 0 1 0 2IN C18 ’ + 3 8 .4 9 02 00 E X I S T E X I S T 01 TL-2 G RAU 350 0 3 20’R 15’R -DET- STA. 12+40.00 BEGIN DETOUR BRIDGE -DET- STA. 13+03.00 END DETOUR BRIDGE 0 4 0 3 0 3 0 3 TAPER LT&RT 5 0 ’ L T & R T T A P E R 2 5 ’ 50’ TAPE R LT&RT (STR. PAY ITEM ) R R S PI K E 15" C MP S LANDSCAPE AREADECK S P R I N G C R E E K BI G R O C K C R E E K B I G R O C K C R E E K 22’ BSTNC 226 19.5’ BST HUGHS GAP RD. (SR 1330) TE NNESSE ETO BL-1 BL-2 BL-3 1 0 0 . 0 0 ’ 5 0. 0 0 ’ 5 0. 0 0 ’ EXISTING R/W 6 0. 0 0 ’ 3 0. 0 0 ’ 3 0. 0 0 ’ E X I S T I N G R /W E X I S T I N G R /W 2 4 . 0 0 ’ E XISTIN G R/ W E XISTIN G R/ W EXISTING R /W EXISTING R/W EXISTING R/W EXISTING R/W E XIS TI N G R/ W E XIS TI N G R/ W A M A N D A H U G H S P B 1 P G 7 D B 3 5 3 P G 117 PB 1 PG 7 DB 523 PG 877 SANDRA G. CALHOUN DB 311 PG 114 EIP FENCE POST M ETAL FENCE POST METAL FENCE POST M ETAL FENC E PO ST M ETA L E IP E I P DB 431 PG 68 ROGER L. JENKINS N 8 8 4 3 ’3 5 " E 5 2 .4 8 ’ S 8 4 2 8 ’1 3 " E 6 0 .5 3 ’ N 7 7 3 9 ’ 2 2 " E 5 2 . 4 8 ’ N 8 5 4 9 ’ 1 5 " E 5 6 6 . 4 4 ’ N 3055’40" E119.79’ N 64 00’47" W 138.20’ S 64 00’47" E 100.74’ N 2823’00" E 50.00’ S 64 21’27" E 239.37’ S 64 21’27" E 140.00’ N 64 21’27" W102.82’S 3028’33" W 100.00’ N 7 2 1 1 ’ 4 3 " E 9 5 . 2 5 ’ N 8 5 4 1 ’ 4 3 " E 6 6 . 0 0 ’ N 8 1 1 1 ’ 4 3 " E 1 7 3 . 2 5 ’ S 7 0 1 1 ’ 4 3 " W 9 9 . 4 8 ’ S 5 0 1 1 ’ 4 3 " W 9 9 . 0 0 ’ S 4311’43" W 82.50’ N 5 2 13’2 2 " E 117. 7 2’ N 1 9 3 5’ 5 8" E 10 1. 3 4’ N 5525’18" W150.88’ S 3555’54" W 204.04’ N 5404’06" W195.43’ S 33 08’12" E103.19’2 9 .4 6 ’ N 8 7 0 2 ’ 1 6 " W 6 0 . 1 5 ’ S 03 32’32" E 289 .71’ S 23 47’00" E261.98’ S 4 8 15’3 6" W 15 7.8 0’ N 37 10’22" W50.79’ N 33 11’07" W50.44’ N 5 1 2 1’5 0 " E 10 4.9 7’ S 5 1 2 1’5 0 " W 9 5.7 7’ N 4746’10" W 99.84’ N 35 49’10" W 134.09’ S 6 4 0 4 ’ 3 7 " W 6 6 . 0 0 ’ S 5 4 5 1’ 2 4 " W 1 6 9. 9 9’ 2 0 4 .3 8 ’ N 43 15’31" W N 8 1 0 8 ’4 3 " W 2 3 .8 5 ’ S 4218’09" W 195.41’ N 5557’37" W195.41’ N 2 2 13’0 1" E 78.12’ N 3822’05" E 61.99’ N 6 2 0 7 ’ 2 4 " E 3 8 . 2 5 ’ N 86 14’42" E 30.93’S 8 8 0 1 ’ 3 2 " W 2 3 . 8 4 ’ N 24 00’08" W 193.88’ N 59 23’20" E 43.02’ S 5 9 2 3 ’ 2 0 " W 4 8. 6 6 ’ N 3257’56" E156.97’ N 4 8 2 6’17" E 4 2.2 4’ N 3704’03" E 77.63’ N 5 1 0 0’2 2" E 9 9.2 4’ N 45 23’27" E 47.37’ S 45 32’09" W 52.87’ 10.14’ N 5141’29" W189.46’ S 5354’45" E102.62’ S 5354’45" E 50.30’ S 3811’03" W 107.24’ N 5407’09" W103.81’ 8.15’ S 5357’01" E119.17’ S 3423’56" W 79.98’ S 3514’47" W 60.70’ S 3131’44" W 68.15’ S 6129’29" E243.98’ T T PED #L220 P1 PED #717 12 1SBRKD 10’ GR 10’ GR 8 ’ SO IL 1SF D 1SF D S M TL S S 1SF & BRKD 1 4 ’ B S T (BUS) 1SBRK B S T 2SFD A P T . G A R A G E S ABAN S GR 48" W D GR STATIONTELEPHONE SW ITCH (BUS)1SF GR B S T 72"CHL 1SBRKD 1 8 ’ B S T BST (BU S)1SBRK 2SFD (BUS) 1SF & STUCCO 7 2" C H L CO NC GR W G R G R 2 3 4 5 6 7 8 9 14 15 16 17 18’ B ST BATH B I RD LT 8 ’ S O I L 2 ’ R O C K W A L L 7 2" C H L ABAND. POLE ABAND. POLE W/LT W/LT W / L T W /LT 15" CM P 15 " C M P 15" RCP 1SFBRAMPWHEELCHAIR S 18" CMP 18" C MP 18" CM P 15 " R C P HEA D W ALLCONC. EIP 12" CM P INV.= 2772.66’ EIP W IRE ELEV.=2786.27’ O/H LOW U N N A M E D B R A N C H W W S 64 21’27" E 104.22’ R E F. D B 171 PG 27 D B 393 PG 561 SHIRLEY SUE W H ITSON SM ITH G RU N D STRO M 16 N 29 28’41" W 26.92’ LIFT ST A TIO NSEWERSANITARY 10 S 0 1 4 2 ’3 8 " W 12 1 S 11 N 8 3 1 1 ’ 4 3 " E 1 8 1 . 5 0 ’ MARK JAMES SHEETS 13 C H A D T R A V I S & L I S A H U G H S C A L H O U N D B 2 3 8 P G 4 0 2 1 6 .5 ’ B S T B L E V I N S B R A N C H R D . (S R 1 3 3 4 ) 2 2’ B S T N C 2 2 6 IVETTE M . SOCARRAS DB 435 PG 931 DB 168 PG 280 W ESTERN CAROLINA TELEPHONE CO. SHIRLEY SUE W HITSON SMITH GRUNDSTROM REF. DB 171 PG 27 DB 393 PG 561 BULADEAN COM MUNITY CENTER PB 1 PG 7 DB ? PG ? BIRCHFIELD BOBBY & BARBARA DB 162 PG 75 DB 497 PG 863 DB 162 PG 545 BIRCHFIELD BOBBY & BARBARA DORIS BOONE DB 538 PG 468 ANGELA M . JARRETT DB 218 PG 817, FIRST TRACT HEIRS TRULA BURLESON DB 133 PG 519 & ALVIN D. OLLIS JETER & ZEDA PARKER DB 370 PG 596, FIRST TRACT IVETTE M. SOCARRAS DB 434 PG 116 NORTH CAROLINA M ITCHELL COUNTY, DB 280 PG 646 ROGER & BASIA JENKINS BILLIE GARLAND W ILLIAM & DB 530 PG 895 51.40’+18.48 49.83’+89.52 57.03’ +08.65 51.16’ +47.69 50.14’ +06.23 50.70’ +18.13 6 3 . 2 7 ’ + 7 0 . 2 8 BM 2 -DET- PI Sta 10+30.24 D L = 60.03’ T = 30.24’ R = 200.00’ PI Sta 11+30.42 D L = 135.37’ T = 70.39’ R = 200.00’ PI Sta 14+11.32 D L = 119.88’ T = 61.80’ R = 200.00’ PI Sta 15+05.88 D L = 72.17’ T = 36.48’ R = 200.00’ -DET- PC Sta. 10+00.00 -DET- PRC Sta. 10+60.03 -DET- PT Sta. 15+41.57 -DET- PRC Sta. 14+69.40 SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS -DET- PT Sta. 11+95.40 -DET- PC Sta. 13+49.52 -DET- 10 -DET- 15 PI Sta 11+28.15 D L = 140.67’ T = 70.53’ R = 780.00’ PI Sta 12+74.85 D L = 151.70’ T = 76.55’ R = 457.47’ PI Sta 14+15.62 D L = 130.57’ T = 65.62’ R = 525.00’ -L- -Y1- PI Sta 17+06.18 D L = 202.75’ T = 101.86’ R = 850.00’ -L- PC Sta. 10+57.62 -L - P C C S t a . 1 1 +9 8 .3 0 - L - P C C S t a . 1 3 + 5 0 .0 0 - L - P C S t a . 1 6 + 0 4 .3 3 - L - P T S t a . 1 8 + 0 7 . 0 8 - L - P O T S t a . 2 0 + 4 7 . 3 5 -L- PI Sta 11+12.19 D L = 78.19’ T = 39.89’ R = 160.00’ - Y 1 - P T S t a. 1 1 + 5 0. 4 9 -Y1- POT Sta. 10+00.00 -L- POC Sta. 14+66.00 - Y 1 - P O T S t a. 1 2 + 2 8. 9 2 SE = EXIST.SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS -Y1- PC Sta. 10+72.30 -L- POT Sta. 10+00.00 10 20 15 - L - P T S t a . 1 4 + 8 0 .5 7 2 4 " 1 8 " 0414 0415 0417 0418 TB JB w/SLAB LID TB JB w/SLAB LID *SEE NO TE *SEE N O TE W ITH -L- LIN E DRAINGE *NO TE:Q UANTITY PRO VIDED F F F F C C F F F F F F NAD 83 / NSRS 2007 D O C U M EN T N O T C O N SID ER ED FIN A L U N LESS A LL SIG N A TU R ES C O M PLETED 5 / 2 8 / 9 9 SHEET N O .PRO JECT REFEREN CE NO . HYDRAULICSROADWAY DESIG N ENG INEER ENG IN EER 5B-5170 0 9 - F E B - 2 0 1 7 0 9 : 5 8 R : \ R o a d w a y \ P r o j \ b 5 1 7 0 _ r d y _ p f l . d g n $ $ $ $ U S E R N A M E $ $ $ $ D O C U M EN T N O T C O N SID ER ED FIN A L U N LESS A LL SIG N A TU R ES C O M PLETED 10 11 12 2,740 2,750 2,760 2,770 -L- -DET--Y1- SEE SHEET 4 FOR -L- PLAN VIEW SEE SHEET 2B-1 FOR -DET- PLAN VIEW 10 11 12 13 14 15 16 17 18 19 2,730 2,740 2,750 2,760 2,770 2,780 10 11 12 13 14 15 16 17 18 19 2,730 2,740 2,750 2,760 2,770 2,780 10 11 12 13 14 15 2,720 2,730 2,740 2,750 2,760 2,770 2,780 SEE SHEET 4 FOR -Y1- PLAN VIEW 2,730 V = 25 MPH V = 25 MPH V = 25 MPH V = 25 MPH 10 11 12 2,720 2,730 2,740 2,750 2,760 2,770 EL = 2767.00 BEGIN GRADE -Y1- STA. 10+12.10 EL = 2,767.98 END GRADE -Y1- STA. 12+11.00 EL = 2,766.08’ BEGIN GRADE -DET- STA. 10+52.68 EL = 2,770.38’ END GRADE -DET- STA. 14+86.33 -L- STA. 15+09 (46’ RT.) -BL- STA. 10+06.00 (23’ RT.) NAIL IN BASE OF 30" RED OAK BM #2 EL = 2767.90 PI = 11+90.00 VC = 80’ K = 26 PI = 13+30.00 EL = 2,767.24’ PI = 14+50.00 EL = 2,770.27’ VC = 50’ K = 36 VC = 30’ K = 14 2,720 2,730 2,740 2,750 2,760 2,770 2,780 (-)0.5000%(+)1.9377% EL = 2,765.56’ BEGIN GRADE -L- STA. 13+50.00 PI = 14+20.00 EL = 2,766.26’ (+)1.0000% (+)0.4232% VC = 120’ PI = 16+63.40 EL = 2,767.29’ (+)0.4232% (+)3.0011% -L- STA. 12+90.00 BEGIN RESURFACING VC = 165’ K = 208 V = 65 MPH -L- STA. 15+20.88 BEGIN BRIDGE -L- STA. 15+88.13 END BRIDGE K = 165 V = 65 MPH EL = 2,772.59’ END GRADE -L- STA. 18+40.00 -L- STA. 19+00.00 END RESURFACING VC = 165’ -Y1- STA. 10+00.00 -L- STA. 14+66.00 = PI = 11+30.00 EL = 2,766.41’ VC = 110’ V = 30 MPH K = 45 PI = 11+00.00 EL = 2,767.35’ (+)2.6839%(-)1.8889% VC = 75’ EL = 2,765.65’ (-)1.8889%(+)1.1357%(+)1.1357%(+)2.5250% (+)2.5250%(+)0.3028% K = 16 SKEW = 90 DEG REE C/L GRADE PO IN T ELEV. = 2766.83’ W ITH END BENT CAPS EXTENDED TO SCO UR LINE PRO P 1@ 65’ 24-INCH CO RED SLAB BRIDGE C/L STATIO N 15+54.50 -L- (+) 8.4000% LEFT DITCH BEGIN DETOUR CONSTRUCTION -DET- PC STA. 10+00.00 -DET- PT STA. 15+41.57 END DETOUR CONSTRUCTION 18" RCP 42" RCP 18" RCP 24" RCP PRO P EXCAVATIO N TO ELEV. 2760.5’ 60 CY 6/9/2016 = 2759.0’ N W S AND W SEL PRO P EXCAVATIO N TO ELEV. 2760.5’ 350 CY 100 YR W SE = 2766.86’ 50 YR W SE = 2766.5’ 5 YR W SE = 2764.5’ EST. 25cy EXCAVATIO N TO ELEV=2761.5’ N W S=2759.5’ 100 YR W SE = 2767.96’ SKEW = 90 DEG REE C/L GRADE PT ELEV.=2766.58’ PRO P 1@ 63’ BRIDG E C/L STATIO N 12+71.50 -DET- END LEFT DITCH STA. 17+00 -L- LT ELEV= 2,764.10’ STA. 16+50 -L- LT ELEV= 2,759.90’ BEGIN LEFT DITCH DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 1300 = 5 = 2764.5 = 3100 = 100 = 2767.96 = 2400 = 2766.6 = 6/9/2016 = 2759.5 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 2700 = 50 = 2766.5 = 3100 = 2766.86 = 3200 = 100 = 2767.0 = 6/9/2016 = 2759.0 = 25+ = 100 +- STR. PAY ITEM STR. PAY ITEM STR. PAY ITEM STR. PAY ITEMB-5170 -L- BSR. Q UANTITY IN CLUDED O N EXCAVATIO N AND RIP RAP EXCAVATIO N TO ELEV=2760.5’