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Home My WebLink About20190918 Ver 1_Permit Plans_20190710W 0 See Street 1-A For Index of Streets See Street 18 For Conventlonol Symbols sat I` \ onole So `135 , 1135 Prentiss 1138 1131 1122 Skeenah \ 1136 Union \�---� \ ell Don a 1174 Stamey Mountain Rc. �n ry 1135 1134 AA din ton Mill 1122 BEGIN �-' 1127 \ 1128 PROJECT Skeaoah rr 6 1122 c ENO b PROJECT 9 �Py o 1113 128 ¢ 1124 1124.-- r I I 1 VICINITY MAP NTS OFF -SITE DETOUR STATE OF NORTH FNO$THCARO'INA N.C.17BP.14.R.112 DIVISION OF HIGHWAYS 17BP.14.R.112 17BP.14.R.112 17BP.14.R.112 MA CON COUNTY LOCATION: BRIDGE NO 223 ON SR 1134 OVER SOUTH FORK OF SKEENAH CREEK TYPE OF WORK: GRADING, PAVING, DRAINAGE, SIGNING, AND STRUCTURE x a ti w m NCDOT CONTACT: N JOSH DEYTON, PE HIGHWAY DIVISION 14 n BRIDGE MANAGER N 0 8 BEGIN BRIDGE pis ` -L- Sta. 11+81.38 �o TO SR 1128 RD LEND CONSTRUCTION & WW 17BP.14.R.112 -L- Sta. 13+20.00 END PROJECT 17BP.14.R.112 -L- Sta. 12 + 75.00 U 20 GRAPHIC SCALES 10 0 20 40 DESIGN DATA ADT 2008 200 ADT PROJECT LENGTH vrepar°e In tre o lea: ® THE LOUIS BERGER GROUP, Inc. 1001 d. A--., S°°e 40D RaleU—NCaroline 2]605 Llcenae N°.: F-0840 HYDRAULICS ENGINEER„, ^ •.,,, a4y�v _ j'a SEAL • W.fw D. R.F.a. III 032134 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA PLANS DHV = % D = % LENGTH ROADWAY PROJECT 0.029 MILES — zez snama]m sracmrcarroxs oro n ,/:/z°.: '•4rFR ._pe�.a`,,.•'` Pam"":,,,,,R,,,.••• luxes O4 U 20 10 0 20 40 PROFILE (HORIZONTAL) 2 0 4 8 T = % V = 25 MPH * TTST = DUAL FUNC CLASS = LOCAL LENGTH STRUCTURES PROJECT = 0.009 MILES TOTAL LENGTH PROJECT 0.038 MILES RIGHT OF WAY DATE, JUNE 16 2014 DEAN D. HATFIELD. PE ,:: ROADWAY DESIGN ,, tH r4kq"'• ENGINEER ."'dEss;o.', ,"'•;i 37972 g 6 //E t`.`,5 '•, >'Rolscr axc]wsFrt WILLIAM E. TILLIT, PE LETTING DATE. rno� nss cx eNc xasx PROFILE (VERTICAL) SUBREGIONAL TIER a/sRoss �qM E. " STATE OF NORTH CARO1LINA ]DIVISION OF ]HIGHWAYS INDEX OF SHEETS INDEX OF SHEETS GENERAL NOTES SHEET NUMBER SHEET GENERAL NOTES: 2012 SPECIFICATIONS EFFECTIVE: 01-17-12 t TITLE SHEET REVISED: 11/01/11 GRADING AND SURFACING OR RESURFACING AND WIDENING: 1-A INDEX OF SHEETS. GENERAL NOTES. AND LIST OF THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED STANDARD DRAWINGS SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES ARE SHOWN. THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT 1-B CONVENTIONAL SYMBOLS ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. 1-C SURVEY CONTROL CLEARING: 2 PAVEMENT SCHEDULE, TYPICAL SECTIONS. AND METHOD EARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY WEUG ING DETAILS 11. 2-A ROCK VANE DETAIL SUPERELEVATION: ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. NO. 225.04 USING THE RATE OF REVOLVED ABOUT THE AND ON SHOWN ON THE PLANS. 3-A SUMMARIES OF EARTHWORK 8 GUARDRAIL SUPERELEVATION IS TO BE REVDL VED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. 4 PLAN SHEET SHOULDER CONSTRUCTION: 5 PROFILE SHEET ASPHALT. EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STO. NO. 560.01. TMP-1 THRU TMP-5 TRAFFIC CONTROL PLANS SIDE ROADS: NV PMP-1 PAVEMENT MARKING PLANS THE CONTRACTOR WLL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS. STREETS. AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS EC-1 THRU EC-2 EROSION CONTROL PLANS IOLVED. GUARDRAIL: RF-1 THRU RF REFORESTATION PLANS THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING X-1 THRU X-5 CROSS -SECTIONS CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. S-1 THRU S-14 STRUCTURE PLANS TEMPORARY SHORING: SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC WILL BE PAID FOR AS "EXTRA WORK" IN ACCORDANCE WITH SECTION 104-7. END BENTS: THE ENGINEER SHALL CHECK THE STRUCTURE END RENT PLANS. DETAILS. AND CROSS- SELTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION APPROACHING A BRIDGE. UTILITIES: ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. RIGHT-OF-WAY MARKERS: L RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT IN ACCORDANCE WITH SECTION 601 OF THE 2_ NORTH CAROLINA STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. EN -MR "�N 9.r;R .E"�sY1LLs REGIRTERED ENGINEER RWPi, M�is REG—RED ENGINEER ROADWAY ENGLISH STANDARD DRAWINGS 2012 ROADWAY ENGLISH STANDARD DRAWINGS TM1e follow',, Roadway Standards a appear in "Roadway Standard Draw IT,," Highway Des iqn BrancIT - N. C. Department of Transportation - Raleigh. N. C., Datdd January. 2012 are applicable to tiffs project and by reference hereby are considered a part of tiles. plans: STD.NO. TITLE DIVISIDN 2 - EARTHWORK 200. G2 MetM1otl of Clearing - McMotl II 225.02 Cui de for Grading Sub9rade - Secondary and Local 225. 04 M.tM1Otl of Obtaining Super.I ..tion Lan. Pavement DIVISIDN 5 - SUBGRADE. BASES AND SHOULDERS 560. 01 MetM1otl of SM1oulI., Construction - NLgh Sid, o Super. I ... t Curve - Meth,d I DIVISION B - INCIDENTALS B62. 01 Guardrail Plaoement 162.02 Guardrail Installation 862.03 Structure An.,_ Units B66. 02 Woven Wire Fence - IT Wood Post E76.04 Drainage Di_h_ with Class 'B' Rip Rap ® THE LOUTS BERGER GROUP, Inc 1001—AX,—RRG0 C T � Note. Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State Line -••••—••••- County Line Township Line City Line Reservation Line - - Property Line Existing Iron Pin Property Corner Property Monument 0 Parcel/Sequence Number is Existing Fence Linex- Proposed Woven Wire Fence Proposed Chain Link Fence e Proposed Barbed Wire Fence A Existing Wetland Boundary ----•�---- Proposed Wetland Boundary •� Existing Endangered Animal Boundary Existing Endangered Plant Boundary an Known Soil Contamination: Area or Site -X-- Potential Soil Contamination: Area or Site -=— BUILDINGS AND OTHER CULTURE: Gas Pump Vent or UAG Tank Cap O Sign Well 9 Small Mine R Foundation 0 Area Outline 0 Cemetery 0 Building School Church Dom HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir r ---] Jurisdictional Stream 2s - Buffer Zone 1 az i Buffer Zone 2 az 2 Flow Arrow - Disappearing Stream - Spring p----; — Wetland Proposed Lateral, Tail, Head Ditch _ False Sump STATE OF NORTH CAROILINA DIVISION OF HIGHWAYS CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS. - Standard Gauge RR Signal Milepost w Switch 0� RR Abandoned - - - - RR Dismantled — RIGHT OF WAY - Baseline Control Point Existing Right of Way Marker 0 Existing Right of Way Line Proposed Right of Way Line �— Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite Marker Existing Control of Access Proposed Control of Access Existing Easement Line E Proposed Temporary Construction Easement- E Proposed Temporary Drainage Easement— TDE Proposed Permanent Drainage Easement— PDE Proposed Permanent Drainage /Utility Easement —DUE — Proposed Permanent Utility Easement PUE Proposed Temporary Utility Easement TUE Proposed Aerial Utility Easement AUE Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES. Existing Edge of Pavement - Existing Curb - Proposed Slope Stakes Cut Proposed Slope Stakes Fill Proposed Curb Ramp Existing Metal Guardrail Proposed Guardrail Existing Cable Guiderail Proposed Cable Guiderail Equality Symbol Pavement Removal VEGETATION: Single Tree Single Shrub Hedge Woods Line 0 &-__ --- Designated F_ cR TELEPHONE: Existing Tel T T T Proposed Telephone Telephone Telephone ® Telephone UIG Telep Recorded Orchard Q Q Q Q Vineyard 0 EXISTING STRUCTURES.- MAJOR: Bridge, Tunnel or Box Culvert 0 Bridge Wing Wall, Head Wall and End Wall - coxc ww MINOR: Head and End Wall /-c-oNc-H-w\ Pipe Culvert Footbridge N---------< Drainage Box: Catch Basin, DI or JB ❑ca Paved Ditch Gutter ----- Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole b Existing Joint Use Pole Proposed Join} Use Pole Power Manhole O Power Line Tower Power Transformer B U,G Power Cable Hand Hole H-Frome Pole •• Recorded U/G Power Line U,G Power Line (S.U.E.*)----^---- ephone Pole + Telephone Pole -0- Manhole 8 Booth 0 Pedestal IT] Cell Tower hone Cable Hand Hole LJ lkG Telephone Cable T Designated 1- Telephone Cable (S.U.E.*)- ---- Recorded UG Telephone Conduit Designated UG Telephone Conduit(S.U.E.")- ----*_---- Recorded UAG Fiber Optics Cable Designated UIG Fiber Optics Cable (S.U.E.")- ---- ---- WATER: Water Manhole Water Meter o Water Valve Water Hydrant .0 Recorded U/G Water Line UL Designated G Water Line (S.U.E.*) Above Ground Water Line TV:TVSatellite Dish CC TV Pedestal TVTower U,G TV Cable Hand Hole 9 Recorded lLG TV Cable Designated USG TV Cable (S.U.E..*) Recorded U/G Fiber Optic Cable Designated UG Fiber Optic Cable (S.U.E.*)-- GAS: Gas Valve 0 Gas Meter Recorded U/G Gas Line Designated UG Gas Line (S.U.E.*)----_---- Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout UG Sanitary Sewer Line s Above Ground Sanitary Sewer Recorded SS Forced Main Line — Designated SS Forced Main Line (S.U.E.*) -----�.---- MISCELLANEOUS: Utility Pole Utility Pole with Base 0 Utility Located Object o Utility Traffic Signal Box p Utility Unknown U/G Line .� U,G Tank; Water, Gas, Oil O Underground Storage Tank, Approx. Loc. — ups.` AG Tank; Water, Gas, Oil O Geoenvironmental Boring UIG Test Hole (S.U.E.*) T Abandoned According to Utility Records AATUR End of Information E.O.I. 0 i 4 M, S'll No. ROADWAY DESIGN HYDRAURICS DETAIL A DETAIL B DRDIN 'NOIN LATERAL BA E DITCH STANDARDBASE DITCH ........ .. ..GARO,. (NI I S—) INe/mS"' R N-1 s Nu D G- "BISES — 2 D- S R. Min. lmlvllll INGIN'll T T U ... C.i,FiI--ffi.g FROM kSrA.12+30TO kSrA.12+80 LT FROM 4- STK �2 +13 TO STA. 12 T 30 LT FROM — sm 2, 80 TO STA.13,10 ET NN I" I IT, EM -1 ELEV-2114.1�' off -BL- STA. E+20.1I 3.22' ITT A ;NAIL'DEL MAPLE "OT." L IN ROOT OF 12 ---------- S,s 0 BEGIN BRIDGE =Gll SASE IRCH STAMEY kLYRESEI 11 SY CUR R.El —No DO H-IS PG EST C ROC SEE B LOS DETOL SHEET DE _ —'l TONS RCU 'IS EST SY FAS EASE DITO FIT DCTA.L;1�1 .R ' L 12LLE DITCH S ING EU: 119� � 45.00 R 30 SY COl'E MEET —PRO T. I DOE COIR FIIIR PDE SODO I PDE C NAIL G F 'AU _9 . P, C F a P L-2 GRAD 0 0* G LEDFORD G;RAGRAD350 PG -,,C E rL fp"-4 ED NOT OIL, FENCE 8 YP. RESREEF E ENCE " END CONSTRUCTION R,* 17BPJ4.RJ12 FPC Sta. 12+32.91 -L- Sla. IJf2OM IPRalECT 17BPJ4 BEGIN PROJECT ITBPJ4.RJ]2 DB'O-13 PG 06 -L- Sta. 1If2000 ELD BRIDGE / -L- tD.l + 3END // V/4 FRANE VASHENORN IONNM� WDC41S -L- Sfo. 12+75.MOO.RJ12 DIS D-1 PG .1 1 DIS 1-1 PG .1 DETAIL SHOWING BRIDGE/PAVEMENT RELATIONSHIP TYPE III TYPE 111 0 IS 4 ME& TTTT T 0 0 0 / o CURVE DATA FOR -L- P/ sta 13W961 TYPE III TYPE III A 42l2'000'(LT) D = 26301 000' APPROACH SLAB L 165,0 --L- Sta.11+70JB APPROACH SLAB T = W70' -L- Sta.12*39.63 R = 224" Ro 641 SEE SHEET 5 FOR PROFILE SEE SHEETS S-ITHRU S-14 FOR STRUCTURE PLANS Se = EXIST. 6'OEP' Inc. uu Daelepn�NO— IC 21 THE LOUIS BERGER GROUP, Inc. OJEGT REFERENCE PR 4BP✓4.R.112No. sNs 5 ® 1001 Wade Avenue, Suite 400 ao.ow.. oEsw moRauucs Raleigh, North Carolina 27605 E ENlH 0 2� 0 8 9 ® +0 ® •`•"fEssinp�:? ";"Essp. awn s "g WzoHr mlu" `'•ANC„E{, (s+tUss REGISTERED ENGINEER :• fR"e REGISTERED ENGR4EER IEIEIE- HYDRAULIC DATA DESIGN DISCHARGE - 700 CFS DESIGN FREQUENCY - 25 YRS DESIGN MY ELEVATION = 2/021i FT BASE DISCHARGE = 1000 CFS BASE FREGUENCY = l00 YRS BASE HW ELEVATION = 2103J7 FT OVERTOPPING DISCHARGE = 1460 CFS OVERTOPPING FREQUENCY- 50' YRS OVERTOPPING ELEVATION = 2"" FT DATE OF SURVEY = AUGUST 2013 :. l S.EDATE LEVATIOFON T SURVEY = ..I FT Pl = 11+65DO EL2,114 = 2J04.42' ±EHPI VC/ = 25' = 12+65D0 - - HH KI = l5 VC2 - 4Q EL = 2J05A2' K2 - 37 - 50' D GRADI 2,110 DS = 20 ,VPH OS =� L- 'A l +75D0 ,�IPH L = J05 5' D G ADE MA XIST NG 6 M / E 6102-5 ST T 5+ !l 2 FT CL SS RIP RAP 1_ 2 CLISS -R A / / D D 5 k,2,094 �� !9 4 / _ 43/TLH ND TAN D R N 11-L- Bf STMDARD ST4 BASf DITCH EGl LAT RAL]kA14 D/T H dW L= SEE SHEET 4 FOR PLAN 10 11 12 13 14 11+50-1.8000+1,0 11+75 PI = 11+65.00 EL = 2,104.42' VC, = 25.00' VC.= 40.00, FILL FACE 0 END BENT 1 2110 STA. 11+81.38 -L- GRADE PT. EL. 2,104.66 BEGIN FRONT SLOPE STAD_ ------------ ----- GRADE PT. . 90 -L PT. EL. 2104.65 — 1100 LOW CHORD (J� ND BENT 1 12+25 UNCLASSIFIED 1'-7'MIN. BERM STA. 12+28.63 -L- STRUCTURE NORMAL TO CAP GRADE PT. EL. 2105.06 EXCAVATION (TYP.) 100 YR. BEGIN FRONT SLOPE WATER SURFACE EL. 2104.0t EL 21032 t STA.12+32.70 -L- EL. 2102.20 III HP 12 X 53 STEEL I EL.209� PILES (TYP.) fff CLASS II RIP RAP (TYP.) 3'-6'MIN. EARTH BERM NORMAL TO CAP END BENT 1 I 12+50 +1.000O/ +1. 500% PI = 12+65.00 EL = 2,195.42' VC = 50' EL. 2104.0 FIX. GRADE PT. EL. 2105.10 NORMAL WATER -- — ----- T _ SURFACE EL. 2096.7 T APPROXIMATE (8/13) v GROUND LINE EL. 2099.Ot EL. 2098.0± LOW CHORD [il END BENT 2 EL 2097.Ot------_ 'F EL. 210257 o .52 EL. 2099.89 1'-0"MIN. UNCLASSIFIED STRUCTURE 1%vl SLOPE EXCAVATION EL 2096.0--7 NORMAL TO CAP NORMAL TO CAP (TYP.) END BENT 2 SECTION ALONG -L- (SECTION THRU END BENTS ARE TAKEN AT RIGHT ANGLES) PLAN (PILES NOT SHOWN FOR CLARITY) THE MATERIAL IN THE CROSS -HATCHED AREA SHALL BE EXCAVATED FOR A DISTANCE OF 20 FT EACH SIDE OF CENTERLINE ROADWAY AS DIRECTED BY THE ENGINEER. THIS WORK WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR UNCLASSIFIED STRUCTURE EXCAVATION. SEE SECTION 412 OF THE STANDARD SPECIFICATIONS. FOR ADDITIONAL NOTES.SEE SHEETS S-2 AND S-3 HORIZONTAL CURVE DATA -L ^' 'T A. 13+19.61 12° 12' 00.0"(LT.) '.5° 30'00.0" 65.49' 16.70' !24.69' XIST. CT NO. 17BP°19°R°112 VACON COUNTY ON: 12+05.00 -L- s 0 wm�s a n HP 12 X 53 STEEL HP 12 X 53 STEEL PILES (TYPJ PILES IT VPJ P� HP 12 X 53 HP 12 X 53 STEEL PILESEEL PILES W.P. 11 W.P. "2 STA. 11+81.38 L- i STA. 12+; TO SR 1128 BRIDGE IDENT STA. l2+O5.005.00 -L- 90-00,00" (TYPJ i i FILL FACE Cil FILL FACE 0 END BENT 2 END BENT 1 1,_41�2" END BENT No.1 END BENT No.2 FOUNDATION LAYOUT FOUNDATION NOTES: 1. FOR PILES, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS. 2. PILES AT END BENTS NO.1 & 2 ARE DESIGNED FOR A FACTORED RESISTANCE OF 70 TONS PER PILE. 3. DRIVE PILES AT END BENTS NO.1 & 2 TO A REQUIRED DRIVING RESISTANCE OF 120 TONS PER PILE. 4. TESTING PILES WITH THE PDA DURING DRIVING,RESTRIKING,OR REDRIVING MAY BE REQUIRED. THE ENGINEER WILL DETERMINE THE NEED FOR PDA TESTING. FOR PDA TESTING, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS AND FOR PILE DRIVING CRITERIA, SEE PILE DRIVING CRITERIA PROVISION. TO SR 1135, PROJECT NO. 17BPA4.R,112 MACON COUNTY STATION: 12+05.00 -L- X X 4 SBW BM #1: NAIL IN ROOT OF 12" DBL MAPLE, STA. 5+20.11, 3.22' LT., ELEV. - 2114.19' HYDRAULIC DATA DESIGN DISCHARGE = 700 CFS FREQUENCY OF DESIGN FLOOD = 25 YEARS OF ION HIGH WATER ELEVATION = 2102.8 DRAINAGE AREA = 2.2 SO. MI. BASIC DISCHARGE (0100) = 1000 CFS BASIC HIGH WATER ELEVATION = 2103.17 OVERTOPPING FLOOD DATA OVERTOPPING DISCHARGE = 1460 CFS FREQUENCY OF OVERTOPPING FLOOD = 500+ YRS. OVERTOPPING FLOOD ELEVATION = 2104.9 TO SR 1128 � � W PROPOSED GUARDRAIL / (ROADWAY PAY ITEM AND DETAIL (TYPJ —/ ,S --------- BRIDGE IDENT. STA. 12+05.00 blT I Tp SR 1135 ____—__--------- PROPOSED GUARDRAIL (ROADWAY DETAIL AND - PAY ITEM)(TYP.) ----�S JS —X X X X j IIAI - P00'00" ---�� I 4 BRIDGENG B LX- Xx �X—X— H CLASS II RIP RAP NOTE: FOR UTILITY INFORMATION, SEE UTILITY PLANS. LOCATION SKETCH TOTAL BTLL OF MATERTAL END BENT NO.1 END BENT NO.2 DRAWN BY M. HOGAN DATE 2/14BY M. HOGAN DATE 2/14 CHECKED BY P.HOLSHOUSER DATE i/14 DESIGN ENGINEER OF RECORD : P.HOLSHOUSER LATE 7/14 NOTES: ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE SHEET CH. THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO -RFD BRIDGE DESIGN SPECIFICATIONS. REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW DEBRIS TO FALL INTO THE WATER.THE CONTRACTOR SHALL REMOVE THE BRIDGE AND SUBMIT PLANS FOR DEMOLITION IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH "HEC 18 EVALUATING SCOUR AT BRIDGES." THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE. ICIFV:I:7UIdiF7[Q.Tiy r•nILI*16MEscan:W ASPHALT WEARING SURFACE IS INCLUDED IN ROADWAY QUANTITY ON ROADWAY PLANS. FOR CRANE SAFETY,SEE SPECIAL PROVISIONS. FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS. FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS. INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS LEAD, THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF THE STANDARD SPECIFICATIONS. ANY COSTS RESULTING FROM COMPLIANCE WITH APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF MATERIALS CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE FOR 'REMOVAL OF EXISTING STRUCTURE AT STATION 12+05.00 -L-." FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS. FOR EROSION CONTROL MEASURES, SEE EROSION CONTROL PLANS. THE EXISTING STRUCTURE CONSISTING OF 1 SPAN 0 25'-6" WITH A CLEAR ROADWAY OF 19'-3"ON A TIMBER DECK WITH 8 LINES OF 12"I- BEAMS 0 2-7- CIS., TIMBER END BENT CAPS, TIMBER POST & SILLS AND CONCRETE FOOTINGS 6) VARYING CENTERS SHALL BE REMOVED.THE EXISTING BRIDGE IS POSTED FOR LOAD LIMIT.SHOU-D THE STRUCTURAL INTEGRITY OF THE BRIDGE DETERIORATE DURING CONSTRUCTION OF THE PROPOSED BRIDGE, THE LOAD LIMIT MAY BE REDUCED AS FOUND NECESSARY DURING THE LIFE OF THE PROJECT. PROJECT NO. 17 BP,14.R,112 MACON COUNTY STATION: 12+05.00 -L- SHEET 3 OF 3 DEPARTMENTS OFF TRANSPORTATION QjN EspRO(�p. 5� GENERAL DRAWING soer`e ' FOR BRIDGE ON SR 1134 OVER S. FORK SKEENAH CREEK BETWEEN SR 1128 AND SR 1135 Cw4 K. Rels,.wur 3i4/zass xo REVISIONS xc, B SHEET N0. SEE ® THELOUIS BERGER GROUP, Inc. Rel'='NAC 2ls05.4922 Ex4.s g 4 PLANTING DETAILS SEEDLING / LINER BAREROOT PLANTING DETAIL HEALING IN 1. Locate a heeling -in site m a d dy, R protected area. 2. Excavate a Rat bottom -.6 12 inches deep end provide drainage. YI I I 3. B.okRll the Wench with 2 inches well tted sawdust. Place . 2 inch layer of well rotted sawdust et a sloping .ogle at one end of the trench. 5. PI a 2 i h — of well rotted durst over thII e is nna]-i.i.9 sloping ..glee 6. Repem layem of pleats end sawdust .s necessary .od water thoroughly. DIBBLE PLANTINGMETHOD IUSING TBEKI I 1 �1 11 lY�l 1 D I I I 11 II li �u u6 II nnnm ' n61 R 1 nnnnnii nllnnil ,nnnnllii nnn°nrnnlinnt mlfn�nVp4p-n n¶ n�n��Cily=n II�II IIAII�IIII. I ��III.�. �I II�I1LI�ll�III�IL - _ I I I I - 4. Pull handle of b S. P.h hsndlu f rward 6. Lee- aolu urd pine r' grmiug timing eo l t P. thoroughly. PWater oil e b PLANTING NOTES: PLANTING BAG Dudng o1-6.9,edltogs A.11 be kept in b-to rI, -enet from dryi ng. tAl root systedrying. IBC PLANTING BAR Planting bar shall have a blade with a triangular d shall be 12si has long, 4 in has wide end 1 inch Ihick ut cent-. ROOT PRUNING All s ishell be ro pruned,d. iff.eeeseary, ro that ro is ....d m m than 10 iuch- beI the root collar. REFORESTATION ❑ TREE REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE. REFORESTATION -URR,'IYPF, SIZE, AND FIRtMSH SHALL CONFORM TO Tfl6 FOLLOWING: 25% LIRIODENDRON TULIPIFERA TULIP POPLAR 12 in - 1S in BE 25% PIATANUS OCCIDENTALIS SYCAMORE 12 in - 1S in BR 25% FRAXINUS PENNSYLVANICA GREEN ASH 12 in - 1S in BR 25% BETULA NIGRA RIVER BIRCH 12 in - 1S in BR Reforestation Reforestation will be planted within interchanges and along the outside borders of the road, and in other areas as directed. Reforestation is not shown on the plan sheets. All non,naintained riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored to the preconstrucfion contours and revegetated with native woody species. The entire Reforestation operation shall comply with the requirements of Section 1670 of the Standard Specifications. Reforestation shall be bare root seedlings 12"-18" tall. Reforestation shall be planted as soon as practical following permanent Seeding and Mulching. The seedlings shall be planted in a 16-foot wide swath adjacent to mowing pattern line, or as directed. Root dip: The roots of reforestation seedlings shall be coated with a slurry of water, and either a fine clay (kaolin) or a superabsorbent that is designated as a bare root dip. The type, mixture ratio, method of application, and the time of application shall be submitted to the Engineer for approval. With the approval of the Engineer, seedlings may be coated before delivery to the job or at the time of planting, but at no time shall the roots of the seedlings be allowed to dry out. The roots shall be moistened immediately prior to planting. Seasonal Limitations: Reforestation shall be planted from November 15 through March 15. Payment for Reforestation will be included in the contract bid price for Lump Sum for Erosion Control. REFORESTATION DETAIL SHEET N.C.D.O.T.-ROADSIDE ENVIRONMENTAL UNIT ® 1HEL0U1SI-GERGROU1,, Inc. pael n�IC 216�053322a PLANTING DETAILS LIVE STAKES PLANTING DETAIL LIVE STAKE SQUARE CUT BUDS (FACING EPWARDI LIVE CUTTING (I/2'-2'DIAMETER) 2 3 Feet ANGLE cur 3D•-4s C"R FIBER MAT LIVE STAKES EXISTING PROPOSED GROUND LEXISTING/PROPOSED STREAMBEO BANK STABILIZATION VIITH LIVE STAKES NOTE: LIVE STAKES SHALL BE SPACED APPROXIMATELY 4 FEET ON CENTER LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4 OF LIVE STAKE IS WITHIN GROUND BAREROOT PLANTING DETAIL DIBBLE PLANTING METHOD USING THE KBC PLANTING BAR rlal! 2 inch 1. Insert planriag bar 2. Remove Planting bar 3. Insert pla„f g bwr v ehmvn end pull Handle and place seedling et 2 inches toward RIX—, toward planter. mrrux depth. from seedling. PLANTING NOTES: PLANTING BAG DN.I planting, s,dlli.g, she716 k po i ist ,g -i= Pr w1 the I �` root systems from drying. IiBC PLANTING BAR T Planting bar shall nave a I bpadeth a tangular ri nd neu be D ine,i bang, a V II �ae a 1 inen tmrk at emter. ROOT PRUNING ' AB s .dhnp ADA be roa W th prnnadfn ^d essa:y, so en e 10 n has below the mar caller. ❑ TYPE 1STREAMBANK REFORESTATION SHALL BE PLANTED 3 FT. TO 5 FT. ON CENTER, RANDOM SPACING, AVERAGING 4 FT. ON CENTER, APPROXIMATELY 2724 PLANTS PER ACRE. ❑ TYPE 2 STREAMBANK REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE. ❑ NOTE: TYPE 1AND TYPE 2 STREAMBANK REFORESTATION SHALL BE PAID FOR AS "STREAMBANK REFORESTATION" STREAMBANK REFORESTATION TYPICAL TYPE II ITYPE I I .rr l STREAMBANK REFORESTATION OWTURE,TYPE, SIZE,AND FLITII H SHALL fANFORAI TO THE FOLLOWLYG: TYPE 1 50% SALIX NIGRA BLACK WH,LOW 2 R - 3 R LIVE STARS 50% CORNUS AMOMUM SH-KY DOGWOOD 2 ft - 3 R LIVE STAKES TYPE 2 25% LIRIODENDRON TULIPIFF.RA TULIP POPLAR 12 in - 1S I. BR 25% PIATAN'US OCCIDENTAL IS SYCAMORE 12 in - 1S in BR 25% PRUNUS SEROTINA BLACK CHERRY 12 in - 18 in BR 25% BETUTA NIGR , RIVER BIRCH 12 in - 18 in BR ❑ SEE PLAN SHEETS FOR AREAS TO BE PLANTED STREAMBANK REFORESTATION DETAIL SHEET 1 OF 2 ® THE LOUIS BERGER GROUP, Inc. OelepnK NO 2/80530220 DIRECTION OF FLOW A --. .n 1' CENTERS ANCHOR TRENCH MATTING ON 1' CENTERS IN TRENCH n uruno m,00� no PLAN VIEW 18" COIR FIBER (TYP) MATTING BACKFILL ANCHORS ON 3' CENTERS EXTEND MATTING TO NWSEL ANCHORS ON 1' CENTERS IN TRENCH -------- 7_-------- MATTING SHALL BE PLACED IN TRENCH AND BACKFILLED ANCHORS ON STREAM BED 1' CENTERS TYPICAL CROSS SECTION HORS ON CENTERS ANCHORS ON 1' CENTERS FLOODPLAIN/ EXISTING GROUND 6" MIN COIR FIBER MATTING DETAIL NOT TO SCALE 2" x 2" (nominal) WOODEN STAKE 1" 1-2„ V 1-2 12-24" #10 STEEL REINFORCEMENT BAR 4" t24 TER BEND 4" 1" (nominal) STAPLE 12" ANCHOR OPTIONS STREAMBANK REFORESTATION DETAIL SHEET 2 OF 2 ® THE LOUTS EERGER GROUP, Inc. �LZ Nn 2,fi053322Q