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Home My WebLink About20191555 Ver 1_Permit Plans_20191112W 0 See Sheet i-A For Index of Sleets L STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS CHEROKEE COUNTY LOCATION. REPLACEMENT OF BRIDGE NO.36 ON WEBB CREEK RD. (SR 1384) OVER WEBB CREEK TYPE OF WORK: GRADING, TRAFFIC CONTROL, DRAINAGE, & CULVERT 17BP.14.R.61 4 ey NSRs BEGIN CULVERT END CULVERT roc U STA. ll+52.34 U STA.11+80.98 BEGIN TIP PROJECT 17BP.74.R.61 L— STA. I0+10.00 END TIP PROJECT 17BP.14.R.61 —L— STA. 12+85.00 '4015 NO Oo—T ,0 I� ero�r MPL�Ep E �LW pNNS CONTACT. JOSHUA B. DEYTON, P.E. DoeuMExT xoT eoxsloEREo P1xnL NCDOT HIGHWAY DIVISION 14 UNLESS ALL SIGN-RES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared !n ft.3 Offloe of: HYDRAULICS ENGINEER WSP I PARSONS BRINCKERHOFF 50 25 0 50 100 ADT 1996 = 130 ADT 2025 = XXX = DHV NA % LENGTH OF ROADWAY PROJECT 176P.14.R.61 = 0.052 MILE For T� NORTH CAR -NA DEPARTMENT OF TRANSPORTATION ��aF NOR C, ti iii PLANS mn srARDARD sPacrFrcwrlays D = NA % LENGTH OF STRUCTURE PROJECT 17BP.14.R.61 = 0.000 MILE F. o'^ ROADWAY DESIGN so 25 0 50 loo T = 6 % V = 15 MPH TOTAL LENGTH PROJECT 17BP.14.R.61 = 0.052 MILE RIGHT OF WAY DATE. 02-24-2016 ROWELL THIGPEN, PE P PRcmcr axcrxsea PROFILE (HORIZONTAL) TTST —NA DUAL NA ENGINEER fde�A cep op 5 2.5 0 5 10 FUNC CLASS = LOCAL LETTING DATE. HOLLY CHRISTENBURY, PE pRo�cr nesrcx excrxe rnL+eT PROFILE (VERTICAL) SUB REGIONAL TIER Note: Not to Scale STATE OF NORTH CARO INS R BPJ4Rb/ nu B *S.U.E. = Subsurface Utility Engineering DIVISION OF HIGHWAYS CONVENTIONAL PLAN SHEET SYMBOLS BOUNDARIES AND PROPERTY WATER: State Line Water Manhole OO County Line RAILROADS: Water Meter o Township Line ----- Standard Gauge Water Valve Orchard [i fl iZ City Line RR Signal Milepost ePon * Water Hydrant � Reservation Line - - Switch O35 Vineyard 0 Recorded ILL+ Water Line ° Property Line RR Abandoned — — — EXISTING STRUCTURES: Designated ILG Water Line (S.U.E.*)----"---- Existing Iron Pin RR Dismantled ------- Above Ground Water Line MAJOR. Property Corner RIGHT OF WAY- Bridge, Tunnel or Box Culvert 0 Property Monument Baseline Control Point Wing Wall, Head Wall and End Wall - 1 cac w* f J l TV: Parcel/Sequence Number iz3 Existing Right of Way Marker MINOR: TVSatellite Dish CC Existing Fence Line -x x x- Existing Right of Way Line - Head and End Wall / N Pedestal Proposed Woven Wire Fence Proposed Right of Way Line Pipe Culvert TV Tower Proposed Chain Link Fence a Proposed Right of Way Line with A Footbridge r--------< UAG TV Cable Hand Hole Proposed Barbed Wire Fence A Iron Pin and Cap Marker Drainage Box: Catch Basin, DI or JB Ica Recorded lLG N Cable ,. Existing Wetland Boundary ----"`°- Proposed Right of Way Line with Concrete or Granite RrW Marker R Paved Ditch Gutter ____— Designated U/G TV Cable (S.U.E.*)-- --^- --- Proposed Wetland Boundary "`° Proposed Control of Access Line with m Storm Sewer Manhole OO Recorded U/G Fiber Optic Cable "° °° Existing Endangered Animal Boundary Concrete C/A Marker '�' �^-1 Storm Sewer s Designated WG Fiber Optic Cable (S.U.E.*r----^°°--- Existing Endangered Plant Boundary '^ Existing Control of Access —�— Known Soil Contamination: Area or Site —�— � Proposed Control of Access m � UTILITIES.• GAS: Potential Soil Contamination: Area or Site —�— �% Existing Easement Line n E Gas Valve 0 BUILDINGS AND OTHER CULTURE. Proposed Temporary Construction Easement- E POWER: Existing Power Pole y Gas Meter � Gas Pump Vent or lLG Tank Cap O Proposed Temporary Drainage Easement— TDE Proposed Power Pole b Recorded U2o Gas Line Sign O Proposed Permanent Drainage Easement— PDE Existing Joint Use Pole + Designated UG Gas Line S.U.E.* gnate( ) ° Well o Proposed Permanent Drainage / Utility Easement —DUE— Above Ground Gas Line Proposed Permanent Utility Easement PUE Proposed Joint Use Pole Small Mine 'SZ' Power Manhole O Foundation Proposed Temporary Utility Easement TUE Power Line Tower SANITARY SEWER: Proposed Aerial Utility Easement puE Sanitary Sewer Manhole O Area Outline 0 Power Transformer 0 n, Cemetery 1 0 Proposed Permanent Easement with ILG Power Cable Hand Hole Sanitary Sewer Cleanout 0+ BuildingIron Pin and Cap Marker O lLG Sanitary Sewer Line s ROADS AND RELATED FEATURES. H-Frame Pole *• Above Ground Sanitary Sewer School Recorded ILG Power Line Church � Existing Edge of Pavement ---°--- Recorded SS Forced Main Line ,x Exis}in Curb g Designated WG Power Line ($.U.E.*) Designated SS Forced Main Line Dam Proposed Slope Stakes Cut -- - � --- TELEPHONE: (S.U.E.*) -----n"-- HYDROLOGY.• Proposed Slope Stakes Fill --- F --- MISCELLANEOUS: Stream or Bodyof Water Proposed Curb Ramp cR Existing Telephone Pole � Utility Pole • Hydra, Pool or Reservoir Y J Existing Metal Guardrail Proposed Telephone Pole Utility Pole with Base ❑ Jurisdictional Stream —is -- Proposed Guardrail Telephone Manhole O Utility Located Object O Buffer Zone 1 az r Existing Ca ble Guiderail Telephone Booth 0 Utility Traffic Signal Box Buffer Zone 2 az z Proposed Cable Guiderail Telephone Pedestal IT] Utility Unknown U•G Line ,N. Flow Arrow �- -- Equality Symbol Q Telephone Cell Tower Disappearing Stream ��— lYG Telephone Cable Hand Hole p U'G Tank; Water, Gas, Oil O Pavement Removal ® Underground Storage Tank, Approx. Loc. — ut=js.' Spring O�-_ ��^ VEGETATION: Recorded U•G Telephone Cable Wetland � Designated lLG Telephone Cable ($.U.E.*)-----*---- AG Tank; Water, Gas, Oil O Single Tree Q Geoenvironmental Boring Proposed Lateral, Tail, Head Ditch rw Single Shrub Recorded U•G Telephone Conduit �_ False Sump �f-- Designated WG Telephone Conduit S.U.E.* g p - TestHole (S.U.E.*) Hedge 9 ��„ Abandoned According to Utility Records AATUR Woods Line .,. Recorded lLG Fiber Optics Cable � °° Designated lLG Fiber Optics Cable (S.U.E.*)- ----��- ° End of Information E.O.I. BEGIN TIP PRO —L— STA. 10+10.00 17BP El MKIM01,11 EM0,01 wopos V / � INC_OM_PL_E E PLANS PRELIMIN RY PLANS i�irrirrr i TO LOWER BEAR PAW RD D ETAI L A DETAIL L B ENVIRONMENTALLY SENSITIVE AREA SEE PROJECT SPECIAL PROVISIONS TOE PROTECTION LATERAL 'V' DITCH (Not to Scale) ( \fie ( Not to Scale) CLEARING AND GRUBBINGEROSION 'o CONSTRUCT ONTR HLEET 4 DISNRBED AREA 16,000 SF a( \a^6 b PHASE I NatUFOI Natural f n, Ground �•'% I%Ft. Fill PLACE TEMPORARY SILT CHECKS TYPE - A AT Ground D V' Slope DRAINAGE OUTLETS. d d MATTING BRIDGE REgUIREM -- NITS INTHENCDOTND T ESOTNMANAGEMENTSTRUCTION �PRACTICESR d= 1 Ft. Geotextile FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL Min. D= 1.0 Ft. Max. d= 0.8 Ft. Place Matting for Erosion Control Type of Liner= EXCELSIOR MATTING Type of Liner= Enkamat 7003 (BFM)b= 1 Ft. on Slope as Work Allows. FROM STA. 11 + 90 TO STA. 12 + 80 RT FROM STA. 11+75 TO STA. 12+75 LT INSTALL IN THE DI PROPOSED DITCH LINE. SCALE: HORIZONTAL 1" = 20' BM-1: 8"SPIKE SET IN ROOT OF 10" MAPLE 12.97' RIGHT OF —L— STA. 13+01.93 ELEV: 2023.08' TEMPORARY SHORING STA. 11+65.00 -L- EXISTING STRUCTURE NO.036 ite ite 1 1&111 �� l,5ril� MUM -�siWi TOTAL CULVERT LENGTH 1 10 O CLASS I RIP RAP (ROADWAY DETAIL & PAY ITEM)(TYP.) z NO KNOWN UTILITY CONFLICTS. LOCATION SKETCH Impact Description Impact Length Arch Culvert A NOTES ASSUMED LIVE LOAD ................................ HL-93 OR ALTERNATE LOADING. DESIGN FILL ............................................ 3.40' FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE SHEET SN. FOR CULVERT DIVERSION DETAILS AND PAY ITEM, SEE EROSION CONTROL PLANS. THE EXISTING STRUCTURE CONSISTING OF 1SPAN C 20-6"TIMBER FLOOR ON TIMBER JOISTS AND TIMBER CAP & POST AND SILL END BENTS WITH ll'-4"CLEAR ROADWAY WIDTH SHALL BE REMOVED. THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION AVAILABLE. 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. REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW DEBRIS TO FALL INTO THE WATER.THE CONTRACTOR SHALL SUBMIT DEMOLITION PLANS FOR REVIEW AND REMOVE THE BRIDGE IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS. FOR ALUMINUM BOX CULVERT, SEE SPECIAL PROVISIONS. FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS. FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS. FOR CRANE SAFETY,SEE SPECIAL PROVISIONS. FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS. THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF THE CULVERT BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL PROPERLY TAKE CARE OF THE FILL. FOR TRAFFIC PHASING,SEE TRAFFIC CONTROL PLANS. FOR LIMITS OF TEMPORARY SHORING FOR MAINTENANCE OF TRAFFIC,SEE TRAFFIC CONTROL PLANS. FOR PAY ITEM FOR TEMPORARY SHORING FOR MAINTENANCE OF TRAFFIC,SEE ROADWAY PLANS. FOR BLASTING ADJACENT TO HIGHWAY STRUCTURES,SEE STANDARD SPECIFICATIONS ARTICLE 410-9. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH "HEC 18 EVALUATING SCOUR AT BRIDGES." TOTAL STRUCTURE QUANTITIES ALUMINUM BOX CULVERT LUMP SUM CULVERT EXCAVATION LUMP SUM REINFORCING STEEL IN STRIP FOOTING 1535 LBS CAST -IN -PLACE CLASS A CONCRETE STRIP FOOTING 17.2 CY REMOVAL OF EXISTING STRUCTURE LUMP SUM CLASS I RIP -RAP 25 TONS GEOTEXTILE FABRIC SY 25'-0" 25'-0" 25-0" 25'-0" 25'-0" PROFILE ALONG C CULVERT ALL MATERIALS SHALL MEET THE REQUIREMENTS OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012. CHECK FIELD CONDITIONS FOR THE REQUIRED RESISTANCE OF 10 TSF JUST BEFORE PLACING CULVERT. GUARDRAIL POST LOCATIONS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER TO ENSURE ADEQUATE COVER FOR INSTALLATION.FOR CULVERTS 24FT OR LESS, SEE ROADWAY STD. 862.01 SHEET 11 OF 12 AS OPTIONAL GUARDRAIL PLACEMENT. CARE SHALL BE TAKEN DURING BACKFILL AND COMPACTION OPERATION TO MAINTAIN ALIGNMENT AND PREVENT DAMAGE TO THE UNITS. UNITS WHICH BECOME MISALIGNED SHOW EXCESSIVE DEFLECTION OR HAVE OTHERWISE BEEN DAMAGED BY THE CONTRACTOR'S OPERATION SHALL AT THE DISCRETION OF THE ENGINEER BE REMOVED AND REPLACED BY CONTRACTOR AT NO COST TO THE DEPARTMENT OF TRANSPORTATION. THE DETAILS SHOWN HERE ARE FOR GENERAL LAYOUT ONLY.THE SUPPLIER SHALL SUPPLY DESIGNS AND DETAILS FOR REVIEW AND APPROVAL THAT MEET THE REQUIREMENTS OF AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. SECTION 12, AND ARE SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL SUBMIT SEALED SHOP DRAWING PLANS FOR THE ALUMINUM BOX CULVERT, ALUMINUM HEADWALL, ALUMINUM WINGS, AND TEMPORARY CONCRETE COLLAR WITH GUARD RAIL TO NCD0T FOR APPROVAL PRIOR TO CONSTRUCTION. THE MANUFACTURER OF THE 24'-0"X 5'-9"ALUMINUM BOX CULVERT SHALL PROVIDE LOAD RESISTANCE FACTOR RATINGS (LEER)SUMMARY PER NCDOT REQUIREMENTS. THE CORRUGATED ALUMINUM BOX CULVERT AT STATION 11+65.00 -L- IS DESIGNED FOR A FACTORED RESISTANCE OF 4 TSF. CHECK FIELD CONDITIONS FOR THE REQUIRED RESISTANCE OF 10 TSF JUST BEFORE PLACING CULVERT. KEY FOOTINGS FOR THE ALUMINUM BOX CULVERT AT STA. 11+65.00 -L- AT LEAST 12 INCHES INTO WEATHERED ROCK, OR 6"INTO ROCK. IF UNSUITABLE MATERIAL IS ENCOUNTERED,REMQVE THE MATERIAL AS REOUIRED AND BACKFILL TO BOTTOM OF FOOTING ELEVATIONS WITH LEAN CONCRETE (CLASS B)OR APPROVED FOUNDATION MATERIALS. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED @0�A i€SSi V"'' V PROJE CT N0. 17.BP.14.R.61 sLnl :. 1aa55 = CHEROKEE COUNTY 1F0 °BpR?�` -, STATION: 11+65.00 —L- DESIGN ENGINEER OF RECORD DEPARTMENTEOFTRANSP0RTAT ION DATE: P s GENERAL DRAWING II I \ SINGLE 2BOX C ALUMINUM BOX CULVERT 60°SKEW ALPHA & OMEGA GROUP yak• sr,. REVISIONS SHEEI m ,, m C r..;ZO AOJECT NO. 2013.060 " n T.T saaaocrvaassaraassa+aassaaaassa GD1 CONSTRUCTION SEQUENCE STAGE I 24'X 5'-9"BOTTOMLESS ALUMINUM BOX CULVERT ON FOOTINGS -L- T \✓s STILLING PDE I �, 24"TEMPORARY FLEXIBLE PIPE � \ 1 v � DE PHASE I ].INSTALL TEMPORARY SHORING/BARRIERS AND DIRECT TRAFFIC ONTO WEST SIDE OF ROAD OVER EXISTING BRIDGE. 2. UTILIZE SPECIAL STILLING BASIN(S) AS NECESSARY. 3.CONSTRUCI TEMP.IMPERVIOUS DIKES. 4.PLACE 24"TEMP.FLEXIBLE PIPE ALONG EXISTING CHANNEL AS SHOWN. 5.DEWATER CONSTRUCTION AREA AS NECESSARY INTO SPECIAL STILLING BASIN. y✓o- w PHASE II 1. INSTALL UPSTREAM PORTION OF CULVERT INCLUDING WING WALLS. RIP RAP ALONG WING WALLS,AND INTERIOR HEADWALL. 2. CONSTRUCT SILLS AND BAFFLES IN UPSTREAM CULVERT. 3. BACKFILL INSIDE CULVERT WITH STOCKPILED NATIVE MATERIAL. 4. CONSTRUCT TEMPORARY DETOUR OVER NEWLY CONSTRUCTED CULVERT. 5. DEWATER CONSTRUCTION AREA AS NECESSARY INTO SPECIAL STILLING BASIN. CONSTRUCTION SEQUENCE STAGE II 24'X 5'-9"BOTTOMLESS ALUMINUM BOX CULVERT ON FOOTINGS -L- -`i POE wr DIN STILLING FOE F\ W A \ O _ — E / 2 29"TEMPORARY FLEXIBLE PIPE � \ Fv v /� p0 PDE wroa us �\ 1 PHASE I ].RELOCATE IMPERVIOUS DIKES IN ORDER TO REDIRECT WATER AROUND NEWLY CONSTRUCTED CULVERT AND EXISTING BRIDGE. 2.INSTALL BARRIERS AND REDIRECT TRAFFIC TO TEMPORARY DETOUR. 3.REMOVE THE EXISTING BRIDGE. 4.DEWATER CONSTRUCTION AREA AS NECESSARY INTO SPECIAL STILLING BASIN. aawECT REFERENCE nBP.14R.6/N� ec s6/cc a Sxaaa 10 eE RE INC_OM_PL_E E PLANS PRELIMIN RY PLANS Site Impact Description Impact Length Site 2 Rip -Rap Upstream 251 Site 3 Rip -Rap Downstream 151 Site 4 Diversion Dike/Dewatering 1051 20 UYt = TOP OF FOOTING ELEVATION = 2004.65 STAGE II I STAGE I STAGING CONST. JT. -L- t25'-0"PAVED ROADWAY PROFILE ALONG CULVERT STAGE I TEMP.CONC. COLLAR & GUARDRAIL (BY SUPPLIER) ROADWAY FILL SLOPE (VARIES) TOP OF FOOTING ELEVATION = 2007.35 CONCRETE STRIP FOOTIN SEE SECTION A -A 36'-0" (STAGE II) '*' 31'-6" (STAGE II 29'-3" (STAGE III 38'-3" (STAGE I) CONCRETE STRIP A FOOTING (TYPJ -L- 46- B4 A B2 / / N / STA. 11+65.00 -L- / `STA GE I TEMP.CONC. / COLLAR & GUARDRAIL SUPPLIER) FLOW / CONSTRUCTION JOINT B1 22'-6" (STAGE IT) 45-0' (STAGE I) 27'-3" 40'-3" 67'-6" CULVERT PLAN VIEW FULLY WELDED ALUMINUM STRUCTURAL PLATE HEAD WALL AND WING WALLS BAR TYPES BILL OF MATERIAL REINFORCING STEEL I BAR NO. SIZE TYPE LENGTH (LBS.) B1 5 -6 STR. 47'-8" 358 B2 5 6 STR. -254 1 O B3 5 -6 STR. 21 21'-3" 3" l60 160 B4 5 ^6 STR. 35'-2" 264 S1 140 -4 1 5'-4- 499 REINFORCING STEEL 1535 FOR FOOTINGS LBS. CLASSCONCRETE 17.2 ALL BAR DIMENSIONS ARE OUT TO OUT. _A FOR 1'-10"DEEP FOOTING C.Y. CONTINUOUS CORRUGATED CONCRETE ALUMINUM PLATE STRIP LEAN NON -SHRINK GROUT FOOTING 2"CLR. q (TYP.) g" •4S1 G) 12"CTS. (5) •6 "B" Q 12'CTS. CONT.) 2'-0' SECTION A -A EXTEND RE AR 2'-0" BEYOND CONSTRUCTION CORRUGATED ALUMINUM JOINT TO BE INCLUDED BOX CULVERT IN STAGE II POUR CONCRETE STRIP FOOTING STAGE I (5)) •6 "B" BARS END ELEVATION _ co2riTS. CONCRETE STRIP — - FOOTING 2"CLR. 2"CLR. 3"CLR. STAGE II STAGING CONTRUCTION JOINT — { I I I I I I I I I I 1'-9"MIN. LAP SPLICE STAGE III STAGE I °4 Sl cd 12"CTS. FOOTING ELEVATION Q CONSTRUCTION JOINT 4 PROJECT NO. 17BP.14.R.61 SEAL x 14455 - CHEROKEE COUNTY STATION: 11+65.00 —L DESIGN ENGINEER OF RECORD SHEET 2 OF REPLACES BRIDGE NO.190036 DATE: DEPARTMENTEOFTRANSP0RTAT ION GENERAL DRAWING SINGLE 24'-0"X 5'-9" ALUMINUM BOX CULVERT 60°SKEW DOCUMENT NOT CONSIDERED gOOe FINAL UNLESS ALL„" SIGNATURES COMPLETED 9&OPRO 20z.00 A&0 PROJECT N0. 20I3.060 STR. �ox2oo3