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HomeMy WebLinkAboutDK00286 Plans.pdf• Z i 07» M �f57 }w o cV Q D N LLj a,n Co o erA See Sheet to For Index of Sheets See Sheet t-b For Conventional Symbology 1330 1372 1507',\ 1329 L 1329 3510� • ] 9 .27 1322 n � I -_\ 1 x / 1372 Y. 1510, S. _ U 421 � l ommumry 16 cue VICINITY MAP (NOT TO SCALE) THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WILKESBORO GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2020 = 37,000 ADT 2040 = 41,900 K = 8 % D = 55 % T = 5 % V = 55 MPH * TTST =2% DUAL 3% FUNC CLASS = ARTERIAL STATEWIDE TIER STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS WILKES COUNTY LOCATION: INTERSECTION OF US 421 AND SR 1322 (WINKER MILL RD.) TYPE OF WORK: GRADING AND DRAINAGE NOTE: THE DRAINAGE INSTALLATION IS IN ADVANCE OF CONSTRUCTION OF TIP PROJECT U-5312 -WINKLER MILL`RD. TUCKER HOLE CREEK TO WILKESBORO — ----------------- US 421 --------------- WINKLER MILL RD. EXT. 14 Frw�s arAra Prtaecr R6PBRBNC6 Nno. SHEETS �•�• U-5312 81'AT8 PROl.N0. P. A.PRa.N0. OH9CRIPnON 45446.3.2 NHS-0421072 CONST. Prepared for the North Carolina Department of Transportation HYDRAULICS ENGINEER,,,,`,, HCAR� PROJECT LENGTH in the office of.:....APC Venture I SUNGATE DESIGN GROUP, P.A. �ca°:•oFEss 940 Main Campus Drive, Suite 500 i a� SEAL Raleigh, NC 27606 DocuSigned by: LENGTH ROADWAY TIP PROJECT U-5312 = 2.616 MILES NC License No. C-3705 "� "_`"° a �s c i 26971 2018 STANDARD SPECIFICATIONS Jimmy Goodni ht, PE P os TOTAL LENGTH TIP PROJECT U-5312 = 2.616 MILES Y 9 pyUq .G. PROJECT ENGINEER P.E. •amu LETTING DATE. SIG August 27, 2020 Mark Hussey'iCAe' g PROJECT DESIGN ENGINEER ROADWAY DESIGN °�,\H .....,� ENGINEER J,;moo v SEAL DocuSigned by: 4 14493 NCDOT CONTACT. Ramie A. Shaw, PE c ir'F"C NENE� Division Project Team Lead__J ��CS sr DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 020 STATE OF NORTH Cdl RO LINA, DIVISION OF HIGHWAYS YS CONVENTIONAL PLAN SHEET SYMBOLS BOUNDARIES AND PROPERTY RAILROADS.' Note: Not to Scale *S. U.E. = Subsurface Utility Engineering WATER: State Line —•••• ••••- Water Manhole OO Standard Gauge Hedge County Line - - — CSX TR Signal Milepost MILEPoST 35 Woods Line Water Meter CDRR Township Line Switch � Orchard 0 0 0 0 Water Valve City Line SWITCH Water Hydrant y .0 RR Abandoned — — — — Vineyard y �I^eY^�a Reservation Line U/G Water Line LOS B (S.U.E*) Property Line RR Dismantled — — — — — — — — EXISTING STRUCTURES. U/G Water Line LOS C (S.U.E*) - -"- - Existing Iron Pin O MAJOR: U/G Water Line LOS D (S.U.E*) " Computed Property Corner p p rty " RIGHT OF WAY & PROJECT CONTROL: Bridge, Tunnel or Box Culvert CONC Above Ground Water Line AEG Ovate, Property Monument El ECM Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall - CONC ww C Parcel/Sequence Number �s Primary Horiz Control Point Q MINOR: TV: TV Pedestal Existing Fence Line -xxx— Primary Horiz and Vert Control Point , Head and End Wall CONC Nw — — — TV Tower Proposed Woven Wire Fence � Exist Permanent Easment Pin and Cap Q Pipe Culvert New Permanent Easement Pin and Cap O Footbridge >----------< U/G TV Cable Hand Hole N O Proposed Chain Link Fence � Vertical Benchmark m ❑CB U/G TV Cable LOS B (S.U. E. _ _ - —TV— -_ _ Proposed Barbed Wire Fence 9 Drainage Box: Catch Basin, DI or JB WG TV Cable LOS C (S.U.E.*) - —TV— -— Existing Wetland Boundary - - - —"- - - - Existing Right of Way Marker � Paved Ditch Gutter — — — — — TV — Existing Right of Way Line - Storm Sewer Manhole OO U/G TV Cable LOS D (S.U.E.* ) Proposed Wetland Boundary "L" U/G Fiber Optic Cable LOS B (S.U.E.*) - - - -TV iO— - - ExistingEndangered Animal Boundary g '�' Us —New Right of Way Line Storm Sewer U/G Fiber Optic Cable LOS C (S.U.E.*) - -TV F°- Existing Endangered Plant Boundary EP" New Right of Way Line with Pin and Cap— A UTILITIES: U/G Fiber Optic Cable LOS D (S.U.E.*) TT F° Existing Historic Property Boundary "" New Right of Way Line with t7N POWER: GAS: Known Contamination Area: Soil sX- Concrete or Granite R/W Marker Existing Power Pole y Potential Contamination Area: Soil -s New Control of Access Line with Concrete C/A Marker Proposed Power Pole b Gas Valve Gas Meter Known Contamination Area: Water ° Existing Control of Access —��— Existing Joint Use Pole g U/G Gas Line LOS B (S.U.E.*) -° - - - - Potential Contamination Area: Water -W New Control of Access � Proposed Joint Use Pole * U/G Gas Line LOS C (S.U.E. ) Contaminated Site: Known or Potential ❖ '� ExistingEasement Line --E-- Power Manhole U/G Gas Line LOS D (S.U.E.*) ° BUILDINGS AND OTHER CULTURE.• New Temporary Construction Easement _ E Power Line Tower ® Above Ground Gas Line A/c Gas Gas Pump Vent or U/G Tank Cap O New Temporary Drainage Easement roe Power Transformer O s New Permanent Drainage Easement PDE U/G Power Cable Hand Hole SANITARY SEWER: Sin 9 o w New Permanent Drainage / Utility Easement Due H-Frame Pole Sanitary Sewer Manhole O Well Small Mine x New Permanent Utility Easement PUE U/G Power Line LOS B (S.U.E.*) - - - —P— - - - Sanitary Sewer Cleanout �+ Foundation 0 New Temporary Utility Easement TUe U/G Power Line LOS C (S.U.E.*) — - -P- - — U/G Sanitary Sewer Line ss Area Outline 0 New Aerial Utility Easement nue U/G Power Line LOS D (S.U.E.*) Above Ground Sanitary Sewer AEG S-1ta�y Sewer P Cemetery 0 SS Forced Main Line LOS B (S.U.E.*) - - - -Esz- - - - Building TELEPHONE: SS Forced Main Line LOS C (S.U.E.*) - -Fss- - — ROADS AND RELATED FEATURES. School Existing Telephone Pole SS Forced Main Line LOS D (S.U.E.*) Ezs Existing Edge of Pavement Proposed Telephone Pole � Church Existing Curb _____ Telephone Manhole (DDam MISCELLANEOUS: Proposed Slope Stakes Cut - - - C - - - Telephone Pedestal ❑T Utility Pole � HYDROLOGY.' Proposed Slope Stakes Fill - - - F - - - Telephone Cell Tower � Utility Pole with Base El or Body of Water Proposed Curb Ramp cR N � Utility Located Object (DHydro, Pool or Reservoir �___= J U/G Telephone Cable Hand Hole Jurisdictional Stream Existing Metal Guardrail UVG Telephone Cable LOS B (S.U.E.*) ----T- - - - Utility Traffic Signal Box ❑s Buffer Zone 1 �s _ Proposed Guardrail T T T T U/G Telephone Cable LOS C (S.U.E.*) - -T- - Utility Unknown U/G Line LOS B (S.U.E.*) Buffer Zone 2 Bz , BZ 2 Existing Cable Guiderail n n n UG Telephone Cable LOS D (S.U.E.*) U/G Tank; Water, G, Oil as 0 Flow Arrow E n Proposed Cable Guiderail n n n U/G Telephone Conduit LOS B (S.U.E.*) - - - -T=- - - - Underground Storage Tank, Approx. Loc. — usr Disappearing Stream � Equality Symbol Q U/G Telephone Conduit LOS C (S.U.E. *) - -T=- - — A/G Tank; Water, Gas, Oil 0 Spring o�' �_-^ Pavement Removal ® U/G Telephone Conduit LOS D (S.U.E.*) T° Geoenvironmental Boring Wetland VEGETATION.- U/G Fiber Optics Cable LOS B (S.U.E.*) _ _ _ _, ,°_ _ _ , U/G Test Hole LOS A (S.U.E.) m Proposed Lateral, Tail, Head Ditch �� �� Single Tree U/G Fiber Optics Cable LOS C (S.U.E.*) - -T F°- - — Abandoned According to Utility Records AATUR False Sump � Single Shrub © U/G Fiber Optics Cable LOS D (S.U.E.*) T F° End of Information E.O.I. 'O'N `H0131VU 3dId „ZL nUHl „ZL N ti SAVMHOIH HO NOISIAIO �5Z Ol ,Z L a3AO H1d30 da1X3 c NOIlV1HOdSNVH1 HO '1d3O d, 3dAl 131NI d0a0 NVI03W 313HONO3 c VNI30aV0 H1a0N � W � HO 31ViS UGH ONIMVda 3IV130 HSIl9N3 = O W Q 3 O z J J Q O N 0 r o o W v z w r 2 O JLU W mJ h Or Q w O m w ¢ o wa m < ¢0 Z o w m a W ¢z w of a <cri „6 MM my w o U 0 Y 0N d❑ .. LL O U r Q m LLm _ W N O p ¢ H O O W m ww_ m o 0 o w w LL ¢ Z > r N In dZ S Z EQ a 0 N U ¢ O O r 1 I wir n r m .z. o v F"w O w M CIOxw 2U M N J❑ r W LL F as Z ---_ J2 O ~O Z O r N¢ H -- y M rFV N M H r r ao� fm9 o z lLL< m �� ❑ ¢" o ❑ a V w 3v ocr) o rL.� wm c¢i ¢ C0 0 w w w ----_ m l/J Ol U 10S J W zz rJ a z WID 0 cO z J zM w fA VJ cri U ZFZ. 5❑ U❑ 03 ¢a ¢ d M W o) p O py H p m N L J m a� z¢ o wN r¢ = on 0. LL UZ za WQ x r ❑❑ ❑ w r 3 Z ¢ J r <¢ o ' 2r F Q 1 Um ¢O ' N❑ W, 0 m ¢ O r ❑ p z ¢ r W 7 wur ❑ Jr wz }w r Q wr ¢Z ¢ Z3 ¢r c) z ¢_ z O L aw w LU Fi „6 J ❑rn zw o ..o aw z U 52 OU w w.' ¢ rrn r w z ❑ w zU w ¢Fr+ wN N O y w ¢ QIO tA Fw.N 20 ❑ ¢ 3U z w V N U O W U❑ �" / V Q E W z U O r < H r Q F O Q Lu LU V Z Z Q / I 7 a LU Z J ¢a > /// O \ w w ¢ U3 Q ¢ 0 U z Z U ¢ m U U Q m R S 2 U ❑ W O O V a O r Fy p m > Wm J W a 1 0 r Q , O 0 J _ m; m _ J x W FN M LU J � cf) ZLL T — z M U Ti „9 Z U LL M 7 x L — H STATE OF ENGLISH DETAIL DRAWING FOR N ti NORTH CAROLINA CONCRETE MEDIAN DROP INLET TYPE 'A' c DEPT. OF TRANSPORTATION O DIVISION OF HIGHWAYS EXTRA DEPTH OVER 12' TO 25' w RALEIGH, N.C. 12" THRU 72" PIPE 00 'O'N `HEJI31VU 3dId „ZL nUHl „ZL N I� SAVMHDIH HO NOISIAIO ,5Z Ol ,Z L b3AO H1d34 dalX3 o o NOI1ViUOdSNVUi HO ' 1d3O N O VNIIOHVO HiHON ,V, 3dA1 131NI d0aa NdIa3W 313HON00 W HO 31ViS a0H ONIMVUO 3IV130 HSI-IJN3 = OD m v r ¢ m M pz 9 N w m J W o W LU O cn O F 0. co 0 O LL „9 s I M E ¢ �H W ¢ DEED IHINI O H H> J O ¢ r¢a o O o 0 O U M N co0 ❑ Z N 0 0 0 p O O O O N 1l Q ca 'T m N r m0 r N Z U) In m M OM U < O O Z x O w= a v v nm V a N N N N x U z M 2 O m A O r O O r- Z O m N N N V z F J m m m v M a 0 oM o m 0 0 0 cc W J m IIIN O J F Lu LL m ¢ J o a m z lu Z x �z l l l l Lu W < J ,mmzllll �¢WzIII°' C O M Lu V co pz. mLu J F ¢ Z 0 ~ r m WZ II� O m W ¢ J mzlllm N) N O M m z f W O W o o o=pyN N N NzaJ m m M M M x m x O M O p y 0 0 3 N N N Z W0. N w F = M — ~ I m m 70Z IMw G V Q M a io m LL S N Orf` JZ' ''w^^ VJ ve W LL U W W vl c7 `t N p y p N N m O m N m V 0 m N ' N M O') a a N m m n m OOLU Q J m Q a a w�F MMM 00 STATE OF ENGLISH DETAIL DRAWING FOR N n NORTH CAROLINA CONCRETE MEDIAN DROP INLET TYPE 'A' c DEPT. D VIS ON OF HIGHWAYS TRANSPORTATION EXTRA DEPTH OVER 12' TO 25' " o RALEIGH, N.C. 12" THRU 72" PIPE N O oP�H�CARO�?�.: 'v SEAL i. 022966 j DOCUMENT Nor CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED p pm H � H Z r H O U) Hz�=D =ODnm m z DO = O O O a r T1 ,O O H HOOD H O z M m a 23 m az z G) r T. H O cf) r = mp m D � H r 0 p a � Z H vz G) O H m m m SHEET 1 OF 1 840D52 GENERAL NOTES USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. DESIGN, FABRICATE AND ASSEMBLE PRECAST MANHOLE COMPONENTS IN ACCORDANCE WITH AASHTO M199. ASSEMBLE RISER AND GRADE RINGS WITH STEPS SPACED 16" FROM THE TOP TO THE BOTTOM OF THE MANHOLE. WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, THE TOP OF THE MANHOLE IS TO BE FLUSH WITH THE GROUND. AT OTHER LOCATIONS IT SHOULD BE A MINIMUM OF 9" ABOVE THE GROUND. DEPTH OF FILL LIMITED TO 30'-0" FROM FINSH GRADE TO TOP OF BOTTOM SLAB. THE MIN. SLAB THICKNESS 'T' SHALL BE THE DIMENSION OF THE THINNEST PORTION OF THE TOP/BOTTOM SLAB. * TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS A DISTINGUISHABLE TOP AND BOTTOM. ID, + 2 'WI 1" MIN. ADDITIONAL CLR. #4 REBAR 'T ql" MIN. MIN. AREA OF STEEL IN TOP CLR. SLAB SHALL BE #4'S @ 8" CTS. FLAT TOP SLAB EACHWAY/EACH FACE *. ADDITIONAL #4 EACH SIDE OF OPENING (1" CLEAR OF BOTTOM FACE PLACE BARS DIAGONAL TO CORNERS (TYP.) GRATED INLET OPTION FRAME AND GRATES STD. NO. TRAFFIC BEARING 840.37 NONTRAFFIC BEARING: 840.16 840.20 840.22 840.24 840.2s FRAME & GRATE ALTERNATE CONE SECTION ADDITIONAL #4 EACH SIDE OF OPENING (1" CLEAR OF BOTTOM FACE) . Hoy ice`. �n 7E7E7E��' MANHOLE OPTION D I W I T I As INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL DIAMETER WALL TOP/BOTTOM AREA OF STEEL (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. (IN.) (IN.) (SQ. IN.) 7 8.0 8 0.21 8 8.5 8 0.24 9 9.0 9 0.27 GRADE RING MIN. AREA OF STEEL �' �✓ SHALL BE 0.07 in.2 D ECCENTRIC CONE — WALL REINFORCEMENT IS LOCATED IN MIDDLE THIRD OF WALL RISER IW, SEE STD. 840.54 FOR MANHOLE z RING AND COVER no F MIN. AREA OF STEEL IN - BASE SLAB SHALL BE 0.12 in2 PER LINEAR FOOT EACH WAY TYPICAL MANHOLE SECTION STEP STD. NO. 840.66 As (CIRCUMFERENTIAL REINFORCEMENT) LONGITUDINAL REINFORCEMENT (MIN. As = 0.12 IN. 2/FT.) 'W, BASE ,, oQgN CARp�� SEAL 022966 •�'•.F,yC I NEED•' c,,:. ....... P Z O O H } H Q Q �0~CCU LL_ILHZ 00U) wQQLL.= Q U = O H H H= ZLu CnHLL.OJ CC O CDU) Z ,> H � Q Lu 0 Lu W FBI 0 LL 0 H Z a Q O 00 J H � H � Lu W J U O H J Z C'J Q Lu SHEET OF 840D52 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE STANDARD 840.54 FOR MANHOLE COVER & FRAME SEE STEP STD.NO.840.66 —milmsM 8" KEYWAY, SEE NOTE SEE STANDARD 840.54 FOR MANHOLE FRAME COVER & FRAME SEE STEP STD.NO.840.66 I I I 1 1 1\\ 8'-101, 10'-2" BE I "H1" #5 REBAR @ 8" O.C. (TYPICAL) "H" #5 REBAR @ 8" O.C. (TYPICAL) "Z" #5 REBARS AROUND PIPE OPENING IN STRUCTURE WALL (TYPICAL) "V" #5 REBAR @ 8" O.C. _ (TYPICAL) "H" #5 REBAR @ 8" O.C. (TYPICAL) 1, DOWEL 81, SEE NbTE I I I I U I j I 6"(MIN) I I m I I I (TYP) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I la I 2 Ic I c0 BEJ 10'-2" GENERAL NOTES: USE CLASS "B" CONCRETE THROUGHOUT. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT 12" CENTERS OR BRICK/BLOCK WALLS AS DIRECTED BY THE ENGINEER. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. BOX DIMENSIONS MAY BE FIELD ADJUSTED AS DIRECTED BY THE ENGINEER. 2" MINIMUM CONCRETE COVERAGE ON ALL REBAR. #4 BAR 90° N 12" DOWEL "V" #5 REBAR @ 8" O.C. (TYPICAL) "H1" #5 REBAR @ 8" O.C. (TYPICAL) KEYWAY, SEE NOTE I I I I 66"RCP j I I I I BILL OF MATERIALS BAR NO. SIZE LENGTH WEIGHT H 42 #5 8'-10" 387 H1 48 #5 8'-6" 426 V 54 #5 7'-6" 423 Z 14 #5 5'-0" 74 TOTAL REINF. STEEL (LBS.) 1310 TOTAL CONC. (CU. YDS.) « 11.8 * NO DEDUCTION HAS BEEN MADE FOR PIPES * 1.7 CU. YD. DEDUCTION FOR 2-66" RC PIPE "H1" #5 REBAR @ 8" O.C. (TYPICAL) "H" #5 REBAR @ 8" O.C. (TYPICAL) ---SEE STANDARD 840.54 FOR MANHOLE COVER & FRAME IF REQUIRED SEE STEP STD.N0.840.66 N SECTION B-B II00 N 66"RCP o 0 DOWEL SEE NbTE a SEAL 022966 f S 0 Nt DOCUMENT DERED FINAL UNLESS ALL SIGNNOTATURCONSIES COMPLETED CHECKED BY DATr • -• • • • R. PIPE CLASS IV ---------.... THICKNESS OR GAUGE .......................m.................����......�■■■■■■■■■■■■■■:.■■■■���� ,, . NORTHCOMPUTED BY: DLH DATE: 911812019 CHECKED BY: DAM: • • OF • • • DIVISIONOF Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300 LIST OF PIPES, ENDWALLS, ETC. O. PIPES 54 & OVER) Ell 1 CLASS IV R.C. PIPE C.5 PIPE STRUCTURAL PLATE PIPE REINFORCED ENDWALLS _ 6 6 ABBREVIATIONS N.D.I. MARROW DROP INIL177 DROP INIL177 D.I. A7ED DROP INIL177 THICKNESS OR GAUGE -�■.-- mmmmmmmmmmmmmmmmmmmmmmmm REMARKS \ HTR ♦ \ Yp LOBS PROJECT REFERENCE NO. SHEET NO. ST S9, ,' / Tz- -L- U-53/2 /4 RUS LL',w5� BI L ET AL o cGl 's�-+ fie`+ +' P/ Sto 156+8553 Pis Sto 166+5037 P/ Sto 176+90.88 RrW SHEET NO. FCGoI c A = 9 59 24.4' (RT) 65 = f 25' 56.6• A = 36' Jr 21.4 (RT) / ROADWAY DESIGN HYDRAULIC D = 0'06'15.0" Ls = 150.00' D = /54' 355• EN,GINEER���� ENGINEERS L = 950.44' LT = 100D9 L = 1.912.32' .. caRoc �o H CAROc %. T = 47523' ST = 50.W T = 9899/' ^ r hY / ♦ . tgp<l � R = 5500000 R = 300000 °',° � ° `oP Y• Q OBSCURE AREA ♦ .y 4F SE 0.04 O's J \\� /a 1\ Quo cal o -Y7- �� / N •'sF••R.,...0A •`'�1y.89,M°�`�P�4994 ♦♦ S9.00, i. %iw Fp 0 �p �� aJ' p JJ• "P/Sto /0+5035 P/Sto //+44.49 �° 8/6/n� tr 8/6/�d h• esr fx�, Nr A I I ' arc r7 ;�� ��� p = l5'l7'45.4'fRTJ p = l6 /7'078 fRTI = >ti �\%�9A` / y,a D = 15'l6'51.1" D = 18'28'052 00 L = 100JO' L = 88J8' DOCUMENT NOT CONSIDERED FINAL BSr \ Bsr \fi�e- //°° _ - °Fs T 7750.35' T = 4439 ISMASBUS Q UNLESS ALL SIGNATURES COMPLETED ��\�LOSB C i ' S4 \R/P cF 37495' R = 3/024' Z L,V�BO.M r\ 1 9 OT"/ OSS L fip \0\` NAIL \� , LOWES HOME CENTERS INC •1 /BST / /+18 - - '0�\ SPECTRUM HOSPITALITY VI, LLC' - - - - - y� Ex. RN✓ R \RFC\ o \ DB IM PG 98 JS _ _ \ \ \ TOP=IOT8.69 J.C. FAW I I /� �0'' ONC \�' \, 41 �\ \ \Js \ INV=10T5.59 DB 621PG 196 \_ PCC Stott+00,10 0 18 C& '2GI- \ GR \ INNOT3.59 DB 683 PG 795 I '' / __ \ �= JS JS \ \ ODI DB 743 PG 407 - OP=1 73 \\-5-an7y� \ \ DI DB N9 PG 064 //,1111 REMOVE DI �Yt,JV=105�i \ \ OB 639 PG 386 CL. / BLIND JB WISCO DIVERSIFIED AMERICALLLLJJJJ 60'RCP \ 39 OB 1256666//// PG 429 - PPP �9+ O ' i / \\BLIND JB \ E'\ \�_ -Y7- P T t 1 +l q?e GROUND=1062.84 J/ \ \\\\ \\NET)-` -L- -- t0.1 +4 ION LID=1039.e1 \� LID �Bsr ., I + 4 -Y7 +P o\\ PT Sto. 11+8828 S�f \\\\ �� GROUND=106 .9 Q EX.O- - III \� SPECTRUM HOSPITALITY vaL - a. \ ,� �" NV 1032 7 1A ISBUS \ I 1 OB FIG 141 S \ o TOP=10 / BST V TOP: 1057.6\ I \ 71�-`fps 0 A• W I .74 l24' CMPI/_--_YYY✓✓✓✓ V__ 60' INV=1023.32 TOP- ,,77 84' c+ \ J 1� 41 S TT•04'5T V=1042.39 (60�EMP) ,� �� CONC ��� 66' INV=1022.42 ` INV=1050�1 a A AM _ + ` 3T9.3 / TOP=1072.84' m ____ =105. NV=IO55SS��titi��....GG6GG60'Jb 1419 \\ S TOP=1078 - $95.55 / INV=1063.87: CONC r ' 141A CORC G TOP=1059.46' R= / 55 S 12-P _ INV=1052.64' �' - 1 71V STUB TO RAV v-,oia.a - 24" RCP -II UB TO RM/ L _irvv BST \ '� - - - - _ 1 RIP 1f� 2GI`p v _ O rL BS g8'CHL Imo-053 5 - Tirv-osoaa 1 ABANDON AND FILL DI $ P 1 INV=1052. 3,'® ` \y OBSCURE 10'STL 12'PoVC =' 1 + ' O c - - - 36" RCP -III STUB ' + - 6,PL= _ _ TRENCHLESS INSTALLATION bb" WELDED STEEL / -_ s • \ + { GI -A (S SBECI L DET T 1057. 8' \ AREA Boring •? 12'PVI {{��,, {+�, {{±�,, $B + _ .1 st TOP=1049(.�87' \ orin -w L.f3orinq W (�o(ing �6 B�Inq •5 © Bo�jq •4 ©F?N� Zry 420 + `+i I INV 048. p - Eo- - - - INV=1040.78'_ NV=103953' Q _ Q _ _©� , O - - - - - -w_ 10P=I 78 7' 9 _ (/RIP RAP © © / \ - - - -T Fo- - INV=1-\ RIP RAP >• \\ T - - - -"'- - - - - RIP R GTD for-,os ., 12'PVC ABANDONED �q�� ----- - Z ----- ---- 2GI-A SEE SPECIAL DETA Tnv-,av SS 8'PVC ABANDON 8'PVC ABANDONED e ------------ - - - - - -' 8 DI �, J� TOP=105 3' - - _ - - T9P=IO51,86= -rv- - - - 0-------- w------ -- - - -_ -__- --------- US 42/ NBL --------------- - �u F ------------ -----� Y--CL=W44.0 ----------------4NV=102"Q___- `O -------- 2GI-A (SEE SPECIAL DETAIL( �"- o _ r- +�------------� Us RBL BST Q ---- ----- --- ------------------ ----------- Ln---------_-- ----_ ----- DI� 15' CMF I Bo In •IO ------ 0 _____ IS'LTJiP- a - J---------__ CMR- APPROX_JB- - w _________= US 421 SBL ------ - - -� N 89 56'08A•E ---- 1Q Z IOPVC w yy\\ y == H - - - - -- - - - - - __ 1 US 421 SBL BST �1 ul U r • MTL Z T �y� wl� PT Sto.161+6073 0 s °y + B PVG Q� NV=1052.4I' ss Sc Sta 7+00.97 s,\\�� \ Q_ INV=1047,93' B g qy OBSCURE AREA q� RC1 II\ �i I TOP=1048.7 2x ` 48' WW ISBW - -� 48' WW & ISBW - Y \\ -,..,In I •II INV=1038.4 • G ` _ - - - _ _� I BPo✓y B TS Sto. 165+5097 ---\ ° -x - x-x_x x - \\ --- CONC ? BST O 2�� ' - i\' C1� ` O S +n' \ E, �' RETAIN - BST \ 1��`\ x Jh APPROX orin9 ISBU$ 1 ' , Borinq +B Ing •12 Ez,r C�INC I__ ______________ RUBY TUESDAY, INC 1 1 • �\ \ +36 -L- DB 900 PG 253 RETAIN` \ \\\\ Ex. RNJ RT CCppLLEg OB 900 PG 255 Borinq •1I HORNE PROPERTIE5, WIL KE560R0, LLC - _ ABANDO AND FILL MH \\ + ' c"59�V DB 697 PG 681 \ PB 10 PG 112 -L- ci� \ DB 1147 PG 199 - Quo 1 • EX. p+ EX. RT - _ e Borinq IS 45 P ry o -BL-2T ew, �\ Q A v,✓MH cR DETAIL 30 RIP -RAPPED ENERGY DISSIPATOR BASIN ! n \ 142 for ,ozzo CAMBILL b PATEL ENTERPRISE, LLC {� g sEcnory �a rvoh �E°Bi„"c',"oss oc"rioor n: Kv°>=a.I �"Tv-01 I DB I151IG TI / p" REMOVE 23 LF \ PB IO PG 257 +76 -L- EX. RM/ RT 18" CMP TOP=1049.E \� MV=1036. • �� wNML`ou"o / 18" RCP -IV TIP: U-53/2 �o q +88 -L- �„µ 315' RT \\ `� Dose: "66"" Pipe Subsurface investigation" E- - L "• TOP=107I.99' Boring •14 INV=1060.17' / EX. RT Boring No. Collar Elev.(ft) Refusal Elev. (ft) Termination Elev.(ft) +24 -L- 1417 BALE �N / 332' RT \ JB vrMH (SEE SPECIAL DETAIL( / 1058.95 1040.8 1040.8 2 1060.03 N/A 1042.0 4 m 3 /064.93 N/A 1046.5 4 1067.37 1053.8 1053.8 '"•°°p�°'-'° o �bb" RCP -IV 5 /069J/ /056.9 1056.9 6 1070.45 1069.5 1069.5 LF "551e1•-u' REMOVE 20 LF \ bb" CMP 7 /072.10 /057.8 /057.8 aze 8 1075.10 1055.9 1055.9 9 1065.92 1052.1 1052.1 EN WALL- l0 1059.09 N/A 1034.6 ,rµorrr.. 057.42 03/.2 03/.2 ENERGY DISSIPATOR BASIN 12 1058.57 N/A 1015.4 NOTE:SEE DETAIL 30 "' �. /3 1058.96 1017.5 1017.5 Dr- l4 1015.19 N/A 985.2 o cu�v�" 15 1058.25 N/A 1009.4 �5 uL dMfN51�S MmoG..,E "'F" STA. 164+57 -L- RT em PDE /6 1058.89 N/A 1018.6 +37 -L- 02 -L- /7 1057.69 N/A 1024.3 469'RT 464'RT NOTE: CONTRACT DKO0286 IS FOR DRAINAGE INSTALLATION IN ADVANCE OF CONSTRUCTION OF TIP PROJECT U-5312 ti U W 0 a \ TO 1330 \ \ 1578 150]'. 02 1372 1329 L- \ 1329 .49 1.510 37 \ \- ,qg 1509 1500 i _j eus \ 421 .u.27 1321 -- .oci 1372 i 1510 .81 - 3J-1327$>r 16\ i' \ 90 9T ••\ Be 1185 do ITS •\ I !04 .42 f8 i 03 /.. 68 c�oUs9e I * 16 �L :� I5150]IAI \ s� I'' 1. 'M . ��� ��'11 1111111 � 1 1 WILKES COUNTY VICINITY MAP (NOT TO SCALE) LOCATION: INTERSECTION OF US 421 AND SR 1322 (WINKER MILL RD.) GRAPHIC SCALES 50 25 0 50 100 PLANS THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE APPLICABLE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1, 2019 AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT QUALITY DIVISION OF WATER RESOURCES. TYPE OF WORK: GRADING AND DRAINAGE NOTE: THE DRAINAGE INSTALLATION IS IN ADVANCE OF CONSTRUCTION OF TIP PROJECT U-5312 �( WINKLER MILL\\RD.14 ,,,\\\\\"\�,�,� TUCCREEKOLE TO WILKESBORO - �., _ ------------------------- ---------- ------------------- ----US 421 \\ US 421 --------------- ------------ ---------------- ------------------- TO BOONE `-------� % WINKLER MILL RD. EXT. PreXred In the OffIce of. SUNGATE DESIGN GROUP, P.A. 905JONES FRAWLIN ROAO RALEII NORTH CAROLINA 276M TEL(919)859-2243 FAX(919)859-6258 ENG FIRM LICENSE NO. C-890 Designed by. MATT EDWARDS, EI #3992 .NAME LEVEL III CERTIFICATION NO. BTATB -. RRO - R8r8R8NC6 a- SH88T NO. TOTAL HEETS N4Cq U-5312 EN srAM rROI.Na r.A.ERAII mstftl N 45446.3.2 NHS-0421(072) CONST. EROSION AND SEDIMENT CONTROL MEASURES SJ A Ueecriptien S3,.6.1 1630.03 If'rmp... ry Silt Ditch s- 1630.05 lemply4yydDg.2sion-------------. 1605.01 Temporary Silt Fence 1606.01 Special Sediment Control Fence _ _ _ - 1622.01 Temporary Berms and Slope Drains _ _ _ _ _ _ _ _ _ T ~ ~ I 1630.02 Silt ]Basin Type B_______________ ® h 1633.01 Temporary Rock Silt Check Type -A- - - - - - - - Temporary Rock Silt Check Type -A with O Matting and Folyacrylamide (PAMI _ _ _ _ _ _ _ _ 1633.02 Temporary Rock Silt Check Type-B _ _ _ _ -' Wattle/Coir Fiber Wattle________________ -RR- Wattle Coir Fiher Wattle O i�z 01v with 1Polyacrylamide (]PAM) to 1634.01 Temporary Rock Sediment Dam Type -A----- . Z 1634.02 Temporary Rock Sediment Dam Type-B_ _ 1635.01 Rock Pipe Inlet Sediment Trap Type -A- _ :D_.# 1635.02 Rock Pipe Inlet Sediment Trap Type-)$ --- V i/ 1630.04 Stilling Basin------------------------® 1630.06 Special Stilling Basin --------------- Rock Inlet Sediment Trap: 1632.01 Type A-------------- A[3 1632.02 Type B-------B® 1632.03 Type C------------------------ C13 Skimmer Basin Tiered Skimmer Basin- - - - - - - - - - - - - Infiltration Basin_-------------------- LE� THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRU33ING PHASE OF CONSTRUCTION. THIS PROJECT HAS SEEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest revison thereto are applicable to this project and by reference hereby are considered a part of these plans. 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type 3 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A 1622.01 Temporary 3erms and Slope Drains 1633.02 Temporary Rock Sat Check Type 3 1630.01 Riser 3asin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Sat 3asin Type 3 1634.02 Temporary Rock Sediment Dam Type 3 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling 3asin 1635.02 Rock Pipe Inlet Sediment Trap Type 3 1630.05 Temporary Diversion 1640.01 Coir Fiber 3aftle 1630.06 Special Stilling 3asin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation COIR FIBER WATTLE COIR FIBER WATTLE WITH POLYACRYLAMIDE (PAM) DETAIL NOTES: I USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE. Q Pv�MEN� USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. \\ INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. See Inset A PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. 3� EDGE OF PAVEMENT INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. O g�� PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT MATTING TO BE APPLIED TO EACH WATTLE. 2' ( MAX . ) 2 IN. MATTING BACK \ SLOPE ISOMETRIC VIEW 2' UPSLOPE CROSS SECTION VEE DITCH TRAPEZOIDAL DITCH 2' DOWNSLOPE STAKE TURAL GROUND FLOW - INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN. PAM x� (2 OZ.) INSET A (1 OZ. ) INSET B TOP VIEW INSET C TEMPORARY ROCK SILT CHECK TYPE 'A' WITH EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) SEDIMENT CONTROL STONE L STRUCTURAL STONE !► 2/3 CHANNEL WIDTH 1' MIN EXCELSIOR MATTING SECTION A -A EXCELSIOR MATTING AI()TCC INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01. USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. A PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH ROCK SILT CHECK. See Inset A INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM) TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES. INSET A CLASS B STONE 1' MIN ° H = 2' MIN ° SECTION B-B 12" EXCELSIOR MATTING CLASS B STONE NOT TO SCALE III71►�/Ifyl[�]����71�1:111�1�I:I�+�A�1:�1��� STATE OF NORTH CAROLINA SOIL STABILIZATION TIMEFRAMES SITE DESCRIPTION STABILIZATION TIME T I MEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3-1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2-1, 14 DAYS ARE ALLOWED. SLOPES 3:1OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 5O'IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES. TR \ PROJECT REFERENCE NO, SHEET NO. U-53/2 EC-04/CONSTJ4 GAMBILL, ET AL c •c +`+ ql' / P1 Sto /56+8553 PIS Sto 166+5037 P/ Sto 176+90.88 PW SHEET NO. 0' 59' 24,4' (RT) 6s = l' 25' 56.6' A = 36' 3r 2/.4' (RT) ROADWAY DESIGN HYDRAULICS BG� + D = 0' 06' /5A' Ls = 150.W D = r 54' 355' ENGINEER ENGINEER L = 950.44' LT = IOOAO L = 1.91232' / T = 47523' ST = 50DT = 989.91' 0' s FayFi R = 55DX.W R = 3=.W SE = 0D4 $ CN o -Y7- Ln P1 Sto /0+5035 P/ Sto //+44.49 IT 15' 17' 45.4' (RT) A = IF/7' 07,8 (RT) \ D = (5' /6' 5/P D = 18'28' 05.8' DOCUMENT NOT CONSIDERED FINAL L = lWX7 L = 88J8' 0 I UNLESS ALL SIGNATURES COMPLETED T T7 35' T = 4439' Q ISMASBUS \ / ' ; - a 14 � 4.95' R = 31024' / Z •` R\ // zc4� y U I $ � � �,� CLEARING AND GRUBBING EROSION CONTROL FOR \ I LMa AIL \ a� — LOWES DOME EN2TE8RS INC •1 CONSTRUCTION SHEET 14 S•4' I BST B rJ• ` � a, \ \ 8.J.C. FAW 0'� ONL 41 ro.\ .e \ \ INTV=OP=1075107.5969 DB 621 PG 196 \ INV=10T3.59 DO 683 PG 795 I Ie a GIDO 743 PC 407 - \ DI REMOVE \ \ DDBB 639 PCD386 B ND JB IT \� £ \ WI DIVE 1E AME 60- RCP \ \ �'•C 39 OB \BLIou ND ..T \ GROUND=I .9 Q \\ o, SPECTRUM HOSPITALI VI, Q \ a.' / J INV=1 7 g� / W ®S \ TOP=1 7 / IT I TOPS 1057.E I ` \ \ t f.P \ ❑ S lT'04';T WI V=1 2.39 (60�OMPcmpI x r� CONC '� 66INV=1022.42 R 595.88 // uiz "38� S 12CONC =105. CONC 1419� ��'� - - S Pt4 . 66" RCP -IV STUB R4Y ws - B O 5812 PVC 8 36" RCP- I STUB I IO'STL ABANDON AND FILL ZoliA, \_' + — 6,PL �+_ _ _ = c— — ENCHLESS INSTALLA ION 66" WELDE STEEL s l\ I ECIAL A O A �G1ID u 5 RIP © © RAP O�'" 1 \ I M — — — — — —w— — �, G - I / 12•PVL NDONEO C ABAN00�6 r8B 4BANDONEM O Z --- -- --- 2GI_ E SPECIAL w— — w -- __ 0 -- 421 NBL _ -- --�_ -- sxw •--- -- —_--- -- ---- AT. ---- — —— --— --- ———— — — —w — F--�---- -- --- 2GI-A (SE PECIAL DET I _ -- o -- 10 Ol S BL BST m DI15'CMP-- -- -- _ ¢� /gyp �5• CMp— dPPR .JB O 4241 sBL Z IOPvC --- w —!\ •PR20 N IOLLJ US 42/ SBC BST -- F Z �m C S t �m 48-WW ISBW i-� _ \ CMPOrAO I B TS Sto.7 f5097 \�O --- -- \ — — — x GATI, IT O 2'2'g ISBUS RUBY iuESDAr, INC OB 900 PG 253 w \ DO 900 PO 255 - - E R0, WILKCOLPM LLC - CS 0 \\ + 5 -L- DB 1147 PG 199 -BL-27� DETAIL 30 C RIP -RAPPED ENERGY DISSIPATOR BASIN n GAMBILL & PATEL ENTERPRISE. LLC + € no A8w o r..`A ."".r w m r I DO 151 PG 71 v - PS 10 PC 257 U war w "� r eno or erxor, ro nnmru cnnnna wo.w. °om rw.sma..x �' •44 !' R P I 40? JI S D w N tlAIF_¢1dN � 8 � w, } ' NOTE: �_4 �v PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B ®r., 7.. NOU Vz AND T MPORARY ROCK SILT CHECKS TYPE - A AT N. . .R STA.164+57-L-RT oA 2 L If\� —5312 NOTE: CONTRACT DKO0286 IS FOR DRAINAGE I TALLATION IN ADVANCE OF CONSTRUCTION OF TIP PROJECT U 9: J(Y \ HTR J„7 \ \ \ \ RUS LL GAMBILL. ET AL 596 P7i`130 6" CF Al cOHc °4 pte fi y+' qU 4' �0 / Pl Sto /56+8553 PIS Sto /66+5037 P/ Sto /76+90.88 p = 0' S9' 24.4' (RT) 6S = r 25' 566� p = 36' 3r 21.4• (RT) o = ao6' 15a Ls = 150A0 D = f 54' 355' PROJECT REFERENCE NO. SHEET NO. U-5312 EC-05/CONSTJ4 PW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER ei a+�°<e L = 950.44' LT = 100.00' L = 1,9/232' / Sr\�4� \ \\ �: y8k��`. O rsPq T = 47523' ST = 50A0 T = 9899/' \OBSCURE AREA �\ „ � `�9c` R = 55 OOOA0 S=_ 3 Aa E C, N -Y7- w co, P/ Sto /0+5035 PI Sto //+44.49 �° N \ ��\� wiN4• c� 1 / c r/ ♦� ,c�y'�� of BST p = l5' lT 45fY (RT) A = IF /7' 07Be (RT) + I ,o� �9 / " _ /5�/6' S/°P D = l8'28'05.8' DOCUMENT NOT CONSIDERED FINAL l Sta./ + 0 UNLESS ALL SIGNATURES COMPLETED .a .. \\L = loo ra L = 88 /8 T = 5035' T = 4439' a ISMASBUS earn / - ° R = 37495' R = 3/024' Z `\ BR.�p, 4 047M4 Tya ;{ 4c W/ - EROSIIN L GRADING FOR \_\\ NAIL \ A\A 1?�c,-' CONSTRUCTION SHEET 14 ?4•cMp N`\ AANAIL/,` LOWES HOME CENTERS INC •I DB 770 PG 281 S•4' I BST Op +18 - \`. SPECTRUM HOSPITALITY VI, LLC' '8 EX. RhV R �\ \ \ DB R71 PG 98 \ \ TOP=1078.69 J.C. FAW ai;00 ON \\F' rovk� .e Al \, \ ` �,`. 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'CMP- dPPRO%JB F- W _ — _ -----10' US 421 SBL BST IO'--- a ---�\ = PVC 2� �/ a \ TT << •� yy AIL � � � Z 9 PT Sto.0+6073 DI STD°2P B•Pvc SC St +0097 - - m Q \\ B. OBSCURE AREA A\ XL' WW ISBW - -� 48' WW a ISBW - `- _ _ _ - aeo cMP�'S I e TS Sto. /65f5097 ---\�O -x-` o -__ CONC %GA\E BST O-'Z'S ' _— _ r�� S O \ S \\ ��a! hh —=ST - j APPRO X_ Jy. \ I � SBUS ` RUBY iuESDAr, INC I I OB 900 PC 253 RETAIN \\ \ +36 -L- ,>(� R,W - - CCOoLLSE DB 900 PO 255 \ Ex.RW RT �' WILKESBORO LLC - tMG arW HORNE PROPERTIES. INC - - - ABANDO AND FILL MH - Ew`= DB 697 PG 681 OB 1147 PG I" a,� \\ PB KI PG R2 F + 5 m \ \ 45 +s Ex. RhV RT e'BL'27 p �\Q JB v4MH Oq4 DETAIL 30 "J 6' pta• q ® RIP -RAPPED ENERGY DISBIPATOR BASIN F n 1 23 ro> To ao CAMBILL B PATEL ENTERPRISE, LLC .e o o.s<, orn m V= 71 All AT o A 9 oo," ,w.' o"p.. I DB RSI PG 5 / +` X. -L- TA REMOVE 23 LF .uruau - PS b PG 257 EX. RM/ RT \ \ 18" CMP ar w.. '" \ 18" RCP -IV P— - 1 +44 -L- < / EX. RM/ RT eev_eien sEc.e.a / 32' RT <� �. 1417 JB vrMH (SEE SPECIAL DETAIL) �. 66" RCP -IV t REMOVE 20 LF \ Y 66" CMP 21 WALL ..."0- -.. ENERGY DIDETAIL 3 BASIN SEE DETAIL 0 44 <"",AT: +37 -L- PDE +Dz -L- STA.164+57 -L- RT \ 469' RT 464' RT NOTE: CONTRACT DKO0286 IS FOR DRAINAGE REPAIR IN ADVANCE OF CONSTRUCTION OF TIP PROJECT U-5312