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REVIEWER NOTESTWO STAGE CONSTRUCTION WITH INTERSTATECROSS OVERS TO THE ALTERNATE DIRECTIONBRIDGE AS THE DETOUR FOR EACH e ofCALEDONIA2.STATE OF VERMONTAGENCY OF TRANSPORTATIONRIGHT OF WAY SHOULD NOT BE REQUIREDCHITTENDEN1.GRANDISLECANADANEW YORKPLANS SHOW STAGE 1 AS SOUTH BOUND BRIDGEState ofADDISONORANGENCLOSURE WITH DETOUR ON NORTH BOUND BRIDGENEW HAMPSHIREVT STATE PLANE GRIDDETOUR ON SOUTH BOUND BRIDGE. THE STAGE 1FACILITATE FINAL DESIGN OR DETOURLOGISTICAL CONSTRUCTION MEANS AND METHODS.FINAL DESIGN ENGINEERING TO INVESTIGATESTAGE SEQUENCING ISSUES.FREEDOMRM O NTVETYUNIANDWBENNINGTONSTAGE 2 CLOSURE SEQUENCE MAY BE ALTERED TORUTLANDINDSORAND STAGE 2 AS THE NORTH BOUND CLOSURE WITHWINDHAMCommonwealth ofPROPOSED IMPROVEMENTBRIDGE PROJECTMASSACHUSETTSROCKINGHAMIM 091-1(66)TOWN OF ROCKINGHAMCOUNTY OF WINDHAMROUTE NO : INTERSTATE 91, BRIDGE 24N AND 24SPROJECT LOCATION:APPROXIMATELY 0.313 MILES NORTH OF INTERSTATE 91 EXIT 6 ROCKINGHAMPROJECT DESCRIPTION:REPLACEMENT OF BRIDGE NUMBER(S) 24 N&S ON I-91 IN ROCKINGHAM, OVERTHE GREEN MOUNTAIN RAILROAD AND THE WILLIAMS RIVER.LENGTH OF STRUCTURE:884.0 FEETLENGTH OF ROADWAY:291.0 FEETLENGTH OF PROJECT:1175.0 FEETBASE TECHNICAL CONCEPT PLANS06-NOV-2015US 91T 5EXIOTERNSTIMTWESDRIE GNATE PLT STAVSOUTH 0065811870 001875 001880 001885 0000860 11890 00FEDERAL HIGHWAY ADMINISTRATION ON JULY 20, 201 1FOR USE ON THIS PROJECT, INCLUDING ALL SUBSEQUENTREVISIONS AND SUCH REVISED SPECIFICATIONS ANDSPECIAL PROVISIONS AS ARE INCORPORATED IN THESEPLANS.SURVEYED BY :R.GILMANSURVEYED DATE :04-22-2013BEGIN PROJECTBEGIN BRIDGE 24NSTA 1869 00BEGIN BRIDGE 24S(MM 35.397)STA 1870 041US 91VERRIFOR CONSTRUCTION DATED 201 1, AS APPROVED BY THERAILROADWITH THESE PLANS AND THE STANDARD SPECIFICATIONSGREENMOUNTAINCONSTRUCTION IS TO BE CARRIED ON IN ACCORDANCEAMSLLIWI00855 100 8531QUALITY ASSURANCE PROGRAM : LEVELNORTHEND PROJECTSTA 1880 75(MM 35.620)NAVD88EXSPITRI7NGFIELD1895 00THIS BLOCK IS FOR FULL FHWA OVERSIGHT PROJECTS ONLYDEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATORAPPROVEDDATEDIRECTOR OF PROJECT DELIVERYEND BRIDGE 24SSTA 1878 88APPROVEDSCALE 1" 200’-0"100HORIZONTALTOEND BRIDGE 24NDATUMVERTICALNVT83State PlanesNAD83 VermontMercatorTransverseFootUS Survey7230’00.0000"WCentral Meridian:4230’00.0000"NOrigin Latitude:1640416.6667False Easting:0.0000False Northing:0DATEPROJECT MANAGER :DOUGLAS BONNEAU, P.E.PROJECT NAME :ROCKINGHAMPROJECT NUMBER :IM 091-1(66)100NAD83 (2011)SHEET1OF 33SHEETS
NOTE: ADT FOR I-91 NORTH, ON-RAMP IS APPROXIMATELY 1 600. DATA FROM VTRANS TRAFFIC RESEARCHSPECIAL COUNT IN 2011. TRAFFIC VOLUME GROWTH HAS BEEN MINIMAL SINCE 2011.PROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)FILE NAME:s12a130piPLOT DATE: 06-NOV-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONPRELIMINARY INFORMATION SHEETSHEET2M. LONGSTREETOF33
CLNORTH BOUND TYPICAL SIMILARAND OPPOSITE HAND3'-7"10'-0"SHOULDERROADSIDEI-91 SBSOUTH BOUND TYPICAL SHOWN12'-0"TRAVEL LANEBARRIER (TYP)SEE NOTE BELOW12'-0"4'-0"PASSING LANE2" LOAM AND SEED (TYP)EROSION MATTINGSHLDSHALL BE USED WHERE1'-0"6.00%SLOPES EXCEED 1:31'-0"2.00%2.00%1:FL 2AT ORTEROR2ER1: TTAFL21:PROPOSED I-91 SB ROADWAY TYPICALSCALE:‚" 1'-0"NOTES:1.PAVEMENT DESIGN SHOWN IS THE MINIMUM DESIGN FOR FULL DEPTH CONSTRUCTION OFAPPROACHES. DESIGN-BUILDER MAY DESIGN AN ALTERNATIVE PAVEMENT SECTIONPROVIDED IT IS REVIEWED AND APPROVED BY VERMONT AGENCY OF TRANSPORTATION.2.TYPICAL SECTION PROVIDED DOES NOT ADDRESS ALL POTENTIAL SCENARIOS.DESIGN BUILD ENTITY SHALL CONSIDER ALL POTENTIAL SCENARIOS IN THEIR PROPOSED DESIGN.3.ROADSIDE BARRIER SHOWN FOR GRAPHICAL REPRESENTATION ONLY. ACTUAL ROADSIDEBARRIER SYSTEM TO BE DETERMINED BY CONTRACTOR WITH OPENINGS FOR DRAINAGE PROVIDEDAND MEETING NCHRP REPORT 350 CRASH TEST LEVEL 4 (TL-4) RATING.1.75" SUPERPAVE BITUMINOUS CONCRETE PAVEMENT (TYPE IIIS WEARING COURSE) (SEE NOTE 1)3.5" SUPERPAVE BITUMINOUS CONCRETE PAVEMENT (TYPE IIS INTERMEDIATE LAYER) (SEE NOTE 1)3.5" SUPERPAVE BITUMINOUS CONCRETE PAVEMENT (TYPE IIS BASE COURSE) (SEE NOTE 1)3.5" SUPERPAVE BITUMINOUS CONCRETE PAVEMENT (TYPE IIS BASE COURSE) (SEE NOTE 1)24" SUBBASE OF DENSE GRADED CRUSHED STONE (SEE NOTE 1)18" SAND BORROW OR SUBBASE OF DENSE GRADED CRUSHED STONE (SEE NOTE 1)*TACK COAT: EMULSIFIED ASPHALT IS TO BE APPLIED AT THE RATE OF 0.025 GAL/SYBETWEEN SUCCESSIVE COURSES OF PAVEMENT AS DIRECTED BY THE ENGINEER.**FOR PG GRADE SEE SECTION 490 OF THE GENERAL SPECIAL PROVISIONS.MATERIAL TOLERANCES(IF USED ON PROJECT)SURFACE- PAVEMENT (TOTAL THICKNESS) /- ‚"- AGGREGATE SURFACE COURSE /- "SUBBASE /- 1"SAND BORROWS /- 1"PROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)FILE NAME:s12a130typ.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSONROADWAY TYPICALD. PETERSONSHEET3M. LONGSTREETOF33
CL 1-91 SBCL 1-91 NB37'-0"37'-0"34'-10" FASCIA TO FASCIA34'-10" FASCIA TO FASCIA30'-0" CURB TO CURB2'-5"2'-5"30'-0" CURB TO CURB12'-0"3'-0"3'-0"12'-0"12'-0"3'-0"SHLDTRAVEL LANETRAVEL LANESHLDSHLDTRAVEL LANETRAVEL LANESHLDBASELINE GEOMETRY12'-0"APPROXIMATE HISTORIC3'-0"EXISTING 1-91 SB BRIDGE TYPICALEXISTING 1-91 NB BRIDGE TYPICALSCALE:‚" 1'-0"SCALE:‚" 1'-0"CL I-91 SBCL I-91 L LANETRAVEL LANESHLDF-SHAPE BARRIERBRIDGE RAILING (TYP)4.00%2.00%2.00%LIGHTBASELINE GEOMETRY38'-0" CURB-CURBAPPROXIMATE HISTORIC38'-0" CURB-CURB4'-0"12'-0"12'-0"10'-0"SHLDTRAVEL LANETRAVEL LANESHOULDERF-SHAPE BARRIERBRIDGE RAILING (TYP)2.00%2.00%4.00%LIGHTDECK DRAINAGE SYSTEM(TYP EACH SIDE LEFT ANDRIGHT GUTTER EACH BRIDGESEGMENTAL CONCRETEBOX (TYP)SEGMENTAL CONCRETE(2) 4" DIA UTILITYBOX (TYP)CONDUIT SYSTEMDOWNSPOUT 1'-0"DOWNSPOUT 1'-0"BELOW STRUCTURE (TYP)BELOW STRUCTURE (TYP)PROPOSED 1-91 SB BRIDGE TYPICALSCALE:‚" 1'-0"PROPOSED 1-91 NB BRIDGE TYPICALSCALE:‚" 1'-0"PROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)FILE NAME:s12a130typ.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSONBRIDGE TYPICALSD. PETERSONSHEET4M. LONGSTREETOF33
CL 1-91 SB34'-10" FASCIA TO FASCIA38'-0" CURB TO CURB3'-0"3'-0"12'-0"3'-0"SHLDTRAVEL LANESHLDSHLDTRAVEL LANESHLDSOUTHBOUNDNORTHTRAFFICBOUNDTRAFFICBASELINE GEOMETRY12'-0"APPROXIMATE HISTORICCL 1-91 NB3'-0"SEGMENTAL CONCRETEBOX (TYP)STAGE 2 NB DETOUR ON PROPOSED 1-91 SB BRIDGESCALE:‚"STAGE 2 NB BRIDGE CONSTRUCTION 1'-0"SCALE:‚" 1'-0"CL 1-91 NB34'-10" FASCIA TO FASCIA34'-10" FASCIA TO FASCIA30'-0" CURB TO CURB1'-0"TRAVEL LANE1'-0"12'-0"1'-0"SHLD12'-0"SHLDBASELINE GEOMETRYAPPROXIMATE HISTORIC1'-0"SHLDCL 1-91 SBSHLD2'-5"TRAVEL LANESOUTHBOUNDNORTHTRAFFICBOUNDTRAFFICSTAGE 1 SB BRIDGE CONSTRUCTIONSTAGE 1 SB DETOUR ON EXISTING NB BRIDGESCALE:‚" 1'-0"SCALE:‚" 1'-0"PROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)FILE NAME:s12a130typ.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONBRIDGE DETOUR TYPICALSSHEET5M. LONGSTREETOF33
WOODSNVT83State PlanesNAD83 VermontMercatorTransverseFootUS Survey72 30'00.0000"WCentral Meridian:42 30'00.0000"NOrigin Latitude:1640416.6667False Easting:0.0000False Northing:DRIE GNATE PLT STAVWOODSWOODSBEGIN APPROACHBEGIN PROJECTBEGIN BRIDGEBASELINE STA 1867 00.00 BASELINE STA 1869 00.00 BASELINE STA 1870 04BRIDGE 24N STA 267 00.00BRIDGE 24N STA 269 00.00BRIDGE 24N STA 270 04.00BRIDGE 24S STA 167 00.00BRIDGE 24S STA 169 00.00BRIDGE 24S STA 170 04.00TEMPORARYCONSTRUCTIONLIMITS (TYP)MATCH INTO EXISTINGWOODSROADSIDE BARRIERMM35.4168 00169 00ROADSIDE BARRIERTERMINAL ENDTERMINAL END4'ROADSIDE BARRIER170 00UTILITYJBMATCHLINE BASELINE STA 1871 75.00167 00US 91 SOUTH12'12' 10'111HVCTRL171 00(2) 4" DIA UTILITYJUNCTIONCONDUITBOX1868 001869 001870 00SIGNHAZARD267 00268 00269 00US 91 NORTHJB1871 00100HVCTRL110HVCTRLRWISSTATION10' 12'12'4'1867 00MM35.4270 00271 00112HVCTRLSIGNBRIDGE 242POBCONCEPTUALSTA 1867 00.00CONSTRUCTIONLIMITS (TYP)MATCH INTO EXISTINGUTILITY CONDUIT TRENCHROADSIDE BARRIERFROM UTILITY POLE ONVT-103, EXACT LOCATIONTO BE COORDINATED WITHDRAINAGE CULVERT ANDTEMPORARYUTILITY SERVICE PROVIDERSCONSTRUCTIONLIMITS (TYP)WOODSPRECAST REINFORCED CONCRETE DROPINLET WITH CAST IRON GRATEUS 91 N STA 26 986 - 20' RTSCALE 1" 20'-0"20020PROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)FILE NAME:s12a130bdr.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSONLAYOUT SHEET 1D. PETERSONSHEET6M. LONGSTREETOF33
ROWRRROWSEISMICP-2 WEXISTINGRREXISTINGWOODS.DRIE GNATE PLT STAV.NVT83State PlanesNAD83 VermontMercatorTransverseFootUS Survey72 30'00.0000"WCentral Meridian:42 30'00.0000"NOrigin Latitude:1640416.6667False Easting:0.0000False Northing:.BASELINE STA 1872 31.00 CHANNEL LINE STA 2 00.00BRIDGE 24N STA 272 31.00? 90 LTBASELINE STA 1876 61.00TEMPORARYSEISMICP-3 WBRIDGE 24S STA 176 61.00CONSTRUCTIONLIMITS (TYP)GREEN3 00.WOODSBRIDGE 24N STA 276 61.00WOODSMOUNTAINBRIDGE 24S STA 172 31.00CL BEARING (PIER #2)RAILROADI91 BASELINE STA 18 75.00.CL BEARING (PIER #1)174 00DECK DRAINAGEUS 91 SOUTH BOUND BRIDGE176 00177 00115HVCTRL2 00SYSTEM (TYP)1873 001874 001141876 001875 001877 00SEISMICP-3HVCTRL4'1872 00175 0012'115HVCTRLSTONEHWALL272 00273 00274 00C BU OL X3 VEx R3 T275 00US 91 NORTH BOUND BRIDGE276 00277 00MATCHLINE BASELINE STA 1871 75.0012' 10'173 004'172 0012'SEISMICP-210' 12'MATCHLINE BASELINE STA 1871 75.00WOODSWOODSSTONEHWALLWOODSCONCEPTUAL1 00CONCEPTUALCONSTRUCTIONLIMITS (TYP)CONSTRUCTIONLIMITS PORARYCONSTRUCTIONLIMITS (TYP).SEISMICP-2 ELOCATIONUNKNOWNVERAMSRILLIWIWOODSSEISMICP-3 ESCALE 1" 20'-0"20020PROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)FILE NAME:s12a130bdr.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSONLAYOUT SHEET 2D. PETERSONSHEET7M. LONGSTREETOF33
.N.VT83State PlanesNAD83 VermontMercatorTransverseFootUS Survey72 30'00.0000"WCentral Meridian:42 30'00.0000"NOrigin Latitude:1640416.6667False Easting:0.0000False Northing:PRECAST REINFORCED CONCRETE DROPWOODS.WOODSDRIE GNATE PLT STAVINLET WITH CAST IRON GRATEUS 91 S STA 179 99 - 20'LTWOODS.END BRIDGEEND PROJECTEND APPROACHBASELINE STA 1878 88.00BASELINE STA 1880 75.00BASELINE STA 1882 75.00BRIDGE 24N STA 278 88.00BRIDGE 24N STA 280 75.00BRIDGE 24N STA 282 75.00BRIDGE 24S STA 178 88.00BRIDGE 24S STA 180 75.00BRIDGE 24S STA 182 RSIGNHAZARDSIGN SIGNBRIDGE 242178 00STA 181 12.0512' 12' 10'MM35.6MATCHLINE BASELINE STA 1871 75.00MATCH INTO EXISTINGROADSIDE BARRIER2411GNSI91IDGE 24SBRIWOODS179 00US 91 SOUTH180 00181 00182 00JBHAZARDSIGN4'183 00UTILITYMATCH INTO EXISTINGJUNCTIONROADSIDE BARRIERBOX1878 001879 001880 001881 001882 00ROADSIDE BARRIER4'200HVCTRL1883 00TERMINAL END278 0010' 12'12'JB279 00MM35.6280 00281 00282 00US 91 NORTH283 00PC.STA 280 76.31.CONCEPTUALMATCH INTO EXISTINGCONSTRUCTIONROADSIDE BARRIERLIMITS (TYP)PC (CURVE 1)STA 1881 TS (TYP)WOODSWOODSWOODSCURVE (1) BASELINEPI STA 1889 40.08.R 2500.00'T 417.84'L 828.03'.SEISMICP-3 EE 34.68'PROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66).WOODSSCALE 1" 20'-0"20020FILE NAME:s13a130bdr.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSONLAYOUT SHEET 3D. PETERSONSHEET8M. LONGSTREETOF33.
FILE NAME:s12a130pro.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSB & NB PROPOSED PROFILESPROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)280 00279 75279 50279 25279 360WILLIAMS RIVER50'-0" ROW360350EXISTING GROUND230 FT CRITTER320320310310300300270SHEET9VERTICAL SCALE 1" 20'225'278 75397.3411.752.0%278 50384.0412.99372.8414.23BOX CULVERT278 25278 00359.7415.47346.0416.72C BRG. PIER 2L277 75277 50EXISTING 40277 25277 00276 75276 3427.88291.4429.12291.5430.36430'276 25276 00275 75275 50275 25275 00274 75297.3431.60306.5432.84307.0434.08C BRG. PIER 1L274 50274 25274 5440.28330.4441.53343.5442.77330273 75273 50273 25273 00272 75272 50272 25356.8444.01368.5445.25380.5446.49225'272 00271 75271 5C BRG. ABUT. 1L271 25271 00270 75270 50270 25270 00269 75269 50269 25280458.9458.89290269 00NB I91 PROPOSED PROFILE / ELEVATIONSB I91 (SIMILAR)C BRG.LABUT. 2-4.9620%440GREEN MTN.RAIL ROAD3503401330CROSSING290280270HORIZONTAL SCALE 1" 40'M. LONGSTREETOF33
NVT83State PlanesNAD83 VermontMercatorTransverseFootUS Survey72 30'00.0000"WCentral Meridian:42 30'00.0000"NOrigin Latitude:1640416.6667False Easting:0.0000False Northing:BEGIN BRIDGECL BEARING (PIER #1)CL BEARING (PEIR #2)END BRIDGEBASELINE STA 1870 04BASELINE STA 1870 31.00BASELINE STA 1870 31.00BASELINE STA 1878 88.00BRIDGE 24N STA 270 04.00BRIDGE 24N STA 270 31.00BRIDGE 24N STA 270 61.00BRIDGE 24N STA 278 88.00BRIDGE 24S STA 170 04.00BRIDGE 24S STA 170 31.00BRIDGE 24S STA 170 61.00BRIDGE 24S STA 178 88.00DRIE GNATE PLT STAVAPPROX.EXISTING ROWTEMPORARY CONSTRUCTIONMOUN ETAXIINSTRIANGIL RRORADROEXWISTINGRRROWLIMITS (TYP.)APPROX.EXISTING IAMSHAZARDMMSIGN RIVERSIGNBRIDGE24235.6SIGNHVCTRLDECK IONLIMITS (TYP)LIMITS (TYP)225' SPAN 1LIMITS (TYP)RREXISTINGTEMPORARY CONSTRUCTION2 00HVCTRL1877 00SEISMICP-31879 002001878 001880 00DGEUS 91 NORTH BOUND BRID BRIDGE277 00275 00276 00ORTH BOUNUS 91 NSTONEHWALLWOODS180 46HVCTRL274 00WOODSWOODSWOODSHVCTRLSEISMICP-2 ELOCATIONUNKNOWNVERAMSRILLIWI112HVCTRL1 00272 00CSTONEU BO273 00HWALLL X3 VEx R3 TWOODSEXROGRISWEENTIMOUNNGTAINRRRAILROROADW271 00CONCEPTUAL1876 00180 00HAZARDSIGN278 00CONCEPTUAL279 00280 00CONSTRUCTIONCONSTRUCTIONLIMITS (TYP)LIMITS (TYP)280 46MM35.6CONCEPTUALWOODSWOODSWOODSWOODSSEISMICP-3 E.SIGNBRIDGE 2421141875 00.MM35.4HVCTRL270 001874 00179 00115115110HVCTRL269 001873 00178 00.SIGN100HAZARD1872 00DGEUS 91 SOUTH BOUND BRI175 00176 00D BRIDGE177 00OUTH BOUNUS 91 S174 00.1871 00173 00.1870 00172 00.1869 00171 00.170 00.169 00268 46BOXSEISMICP-2GREEN111JUNCTIONWOODSWOODSHVCTRL168 46UTILITYSEISMICP-3 W.JUNCTIONWOODS.(2) 4" DIA UTILITY3 00WOODSUTILITYWOODSWOODS.LIMITS (TYP).SEISMICP-2 WWOODSTEMPORARY CONSTRUCTION.WOODS430' SPAN 2WOODS225' SPAN 3APPROX.EXISTING ROWAPPROX.EXISTINGPROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)ROWSCALE 1" 40'-0"20020FILE NAME:s12a130bdr.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSONBRIDGE PLAND. PETERSONSHEET10M. LONGSTREETOF33
DS.320.034023WOODS340SEIMICP-2 W340063.SEISMICP-2 0041874 001875 00SEISMICP-3HVCTRL1876 002001877 001878 00115HVCTRL110HVCTRL1880 00NB-109NB-113STONEHWALLSEIMICP-3US 91 NORTH BOUND NB-110NB-106380C BU OL X3 VEx R3 T.460380NB-105A1879 00HVCTRL.WOODS380WOODS063024380.380360400SEIMICP-3 E360360SEISMICP-3 E300360043340WOODSWOODSSEIMICSEISMICP-2 EP-2LOCATION 73 00HVCTRL420WILLIAMSRIVERSIGNHAZARDSIGN SIGNBRIDGE 2421141124402411360SB-112SB-1081872 00RW-118440320SB-104HVCTRLSIGNBRIDGE 242SB-115US 91 SOUTH BOUND BRIDGE3001871 00SIGNHAZARDGNSI91IDGE 24SBRI340SB-111SB-1071870 460460WOODSWOODSSB-1011869 23WOODSSEIMICSEISMICP-3 WP-3WWOODSPROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)FILE NAME:s12a130bor.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSONBORING LAYOUTD. PETERSONSHEET11M. LONGSTREETOF33
TRAFFIC CONTROL NOTES:1)REFER TO AGENCY STANDARDS T-12, T-13 ,T-14, AND T-15 AS WELL AS MUTCD TYPICALAPPLICATION 33 FOR SIGN APPLICATION INFORMATION.VT83NAD83 VermontState PlanesTransverseMercator2)NUS SurveyFootCentral Meridian:72 30'00.0000"WOrigin Latitude:42 30'00.0000"NFalse Easting:1640416.6667False Northing:0.0000I-91 TURNAROUNDS (U-TURN) AREAS WITHIN THE PROJECT AREA SHALL BE CLOSED TO TRAFFICVT STATE PLANE GRIDAND SHALL BE SHOWN ON THE TRAFFIC CONTROL PLAN (TCP).3) ALL 48" DIAMOND CONSTRUCTION SIGN SHALL BE INSTALLED ON 2 POST.TEMPORARY PAVEMENT MARKINGS (TYP)4) EMERGENCY PULL OFF LOCATIONS AND CONSTRUCTION ENTRANCE LOCATIONS SHALL BECONSIDERED IN TRAFFIC CONTROL PLANS.5) THESE CROSS OVER LAYOUT PLANS SHOW BASIC SIGNAGE THAT MAY BE REQUIRED ANDCHANNELIZING DEVICE (TYP)SCHEMATIC LOCATIONS. SPACING AND SIGN LOCATIONS SHALL BE SHOWN PER MUTCDREQUIREMENTS IN TRAFFIC CONTROL PLANS.TEMPORARY ROADSIDEVT-103BARRIER (TYP)OFFSPEEDLIMITRAMP65EXITMATCHLINE STA 56 00RIGHT4'TEMPORARY GORE AREAEXITRAMPTAPER4'US 91 SOUTHDOWNSTREAM TAPER50 0051 0052 0053 0054 0055 0056 00EXISTING ROAD CENTERLINEPAVEMENT MARKINGX'X'X'X'X'X'MERGING TAPERUS 91 NORTHPCMSAHEADNEXT XX MILESSPEEDLIMIT50VT-103FLASHING ARROW SIGNALSHORTTAKEMERGINGTURNSAREAPCMS MESSAGESWORKZONELEFTLEFTLANELANECLOSEDCLOSEDLE2 MI/11500 FTSPEEDLIMIT50DETOUR SIGNSPROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)TEMPORARY TRAFFIC BARRIERFINESDOUBLETEMPORARY CHANNALIZING DEVICEDETOUR DIRECTION OF TRAVELFILE NAME:s12a130bdrSB.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 1 SB CROSS OVER LAYOUT 1SHEET12M. LONGSTREETOF33
NVT83PlanesStateVermontMercatorTransverseFootUS SurveyNAD8372 30'00.0000"WMeridian:Central42 16.66670.0000Northing:DRINE GALPTEAT STVOUTHUS 91 SCLOSEDOFF12'0056 ATSINELCHMAT4'TURNAROUND60 0061 0062 00HOUT1 S9US2'59 0058 00057 0MATCHLINE STA 62 00ORTHUS 91 N0056 HORTN91USSHORTTAKEMERGINGTURNSAREAPCMS MESSAGESPCMDETOUR SIGNSSPROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)TEMPORARY TRAFFIC BARRIERTEMPORARY CHANNALIZING DEVICEDETOUR DIRECTION OF TRAVELFILE NAME:s12a130bdrSB.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 1 SB CROSS OVER LAYOUT 2SHEET13M. LONGSTREETOF33
RAILROADNVT83State PlanesNAD83 VermontMercatorTransverseFootUS Survey72 30'00.0000"WCentral Meridian:42 30'00.0000"NOrigin Latitude:1640416.6667False Easting:0.0000False Northing:MOUNTAINDRIE GNATE PLT STAVBRIDGE CLOSED FOR STAGE 1GREENWOODSWOODSWORK ZONE APPROXIMATE AREAMM35.4100HVCTRLON BRIDGETO EXISTING BRIDGE BARRIERSIGNHAZARD1' SHOULDERCONNECT ROADSIDE BARRIERON BRIDGE12' LANE111HVCTRL110HVCTRL62 0063 0064 0065 0066 0067 0068 00112HVCTRLROADSIDE BARRIER (TYP)WOODSSTONEHWALLWOODSTEMPORARY PAVEMENT MARKINGSWOODSMATCHLINE STA 68 00SIGNBRIDGE 242C BU OL X3 VEx R3 TON NGMM35.41' SHOULDERMATCHLINE STA62 00STONEHWALLDETOUR SIGNSPROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)TEMPORARY TRAFFIC BARRIERTEMPORARY CHANNALIZING DEVICEDETOUR DIRECTION OF TRAVELFILE NAME:s12a130bdrSB.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 1 SB CROSS OVER LAYOUT 3SHEET14M. LONGSTREETOF33
EXISEXIST.WOODSSEISMICP-3 WDRIE GNATE PLT STAVWOODSMOUNTAINRAILROAD.NVT83State PlanesNAD83 VermontMercatorTransverseFootUS Survey72 30'00.0000"WCentral Meridian:42 30'00.0000"NOrigin Latitude:1640416.6667False Easting:0.0000False Northing:.GREEN.BRIDGE CLOSED FOR STAGE 1WORK ZONE APPROXIMATE AREAWOODSWOODSMM35.6US 91 SOUTH BOUND BRIDGEWILLIAMSRIVERSIGNHAZARDSIGN SIGNBRIDGE 242SEISMICP-2115HVCTRLHAZARDSIGNON BRIDGESEISMICP-31' SHOULDER114HVCTRLON BRIDGE12' LANEUS 91 SOUTH BOUND BRIDGECONNECT ROADSIDE BARRIERTO EXISTING BRIDGE BARRIER200HVCTRL115HVCTRL68 0069 0070 0071 0072 0073 0074 00MATCHLINE STA 74 00ON BRIDGETEMPORARY PAVEMENT MARKINGSWOODSWOODS.MATCHLINE STA 68 00.ROADSIDE BARRIER (TYP).STONEHWALL1' SHOULDERUS 91 NORTH BOUND BRIDGEWOODSWOODSSEISMICP-2 ELOCATIONUNKNOWN.WOODSSEISMICP-3 E.WOODS.DETOUR SIGNS.PROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)TEMPORARY TRAFFIC BARRIER.TEMPORARY CHANNALIZING DEVICEDETOUR DIRECTION OF TRAVELFILE NAME:s12a130bdrSB.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 1 SB CROSS OVER LAYOUT 4SHEET15M. LONGSTREETOF33.
NVT83State PlanesNAD83 VermontMercatorTransverseFootUS Survey72 30'00.0000"WCentral Meridian:42 30'00.0000"NOrigin Latitude:1640416.6667False Easting:0.0000False Northing:DRIE GNATE PLT STAVWOODSWOODSWOODSWOODSWOODS74 0075 004' SHOULDERLANE12' DETOURUS 91 SOUTH76 0077 0078 0079 00ROADSIDE BARRIER (TYP)MATCHLINESTA 80 00MM35.680 002' SHOULDERMATCHLINE STA 74 00US 91 NORTHTEMPORARY PAVEMENT MARKINGSWOODSWOODSWOODSWOODSWOODSDETOUR SIGNSPROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)TEMPORARY TRAFFIC BARRIERTEMPORARY CHANNALIZING DEVICEDETOUR DIRECTION OF TRAVELFILE NAME:s12a130bdrSB.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 1 SB CROSS OVER LAYOUT 5SHEET16M. LONGSTREETOF33
NsenalePVT83 'Survey 002300.7US:n00'a67di30i niOrheEtrsloFaeNslFaVTUS 91 SOUTHCLOSED84 0083 00OFFEATSTEANPLDIGR85 0086 00TURNAROUND82 00MATCHLINE STA 86 00081 0ROADSIDE BARRIER (TYP)0080 0080 TASINECHLTAMTEMPORARY PAVEMENT MARKINGSMEATRSWNDORPETAUS 91NORTHSPEEDLIMIT65DETOUR SIGNSPROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)TEMPORARY TRAFFIC BARRIERTEMPORARY CHANNALIZING DEVICEDETOUR DIRECTION OF TRAVELFILE NAME:s12a130bdrSB.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 1 SB CROSS OVER LAYOUT 6SHEET17M. LONGSTREETOF33
NsenaPletVT83 tarotStnacrmorMeWVee0"s3rFoot 000evD8.sNn"NA00a'00Tr30Survey2 00.7:US00'n67a30 gniiEahtOrerslNoFaeslFaVTEATTSEANPLDIGRMATCHLINE STA 92 00ROAD CLOSEDMERGING TAPERMATCHLINE STA 86 0086 0087 0088 0089 00US 91 SOUTH90 0091 0092 00TEMPORARY ROADSIDE BARRIEREND TERMINALROADSIDE BARRIER (TYP)TEMPORARY PAVEMENT MARKINGSUS91NORTHDETOUR SIGNSPROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)TEMPORARY TRAFFIC BARRIERTEMPORARY CHANNALIZING DEVICEDETOUR DIRECTION OF TRAVELFILE NAME:s12a130bdrSB.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 1 SB CROSS OVER LAYOUT 7SHEET18M. LONGSTREETOF33
NsenaPletVT83 tarotStnacrmorMeWVee0"s3rFoot 000evD8.sNn"NA00a'00Tr30Survey2 00.7:US00'n67a30 iniiEahtOrerslNoFaeslFaVTMATCHLINE STA 92 00FLASHING ARROW SIGNAL92 00X'X'X'X'X'EATTSEANPLDIGRX'US 91 SOUTH93 0094 0095 0096 0097 0098 00TRAVEL LANEDIRECTION (TYP)EXISTING ROAD CENTERLINEPAVEMENT MARKINGNEXT XX 500 FT1SPEEDLIMIT50LANECLOSEDLE2 MI/1FINESDOUBLEDETOUR SIGNSPROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)TEMPORARY TRAFFIC BARRIERTEMPORARY CHANNALIZING DEVICEDETOUR DIRECTION OF TRAVELFILE NAME:s12a130bdrSB.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 1 SB CROSS OVER LAYOUT 8SHEET19M. LONGSTREETOF33
VTSTATENAD83VT83Tr VermanCeonsnttSUS verOr raltsatMeiSu e MegiriPernldi rveancaLaFayanestorliFse t:7tud2 oote30Fa East :42'lsei n30 00.00No g:1'00600rt.00hi 404"ng100 W6.:066"N.006700I91 NORTHPLANEOVERPASS301TVI91 ON RAMPGRIDNCLOSEDDETOUR AHEADDETOUR301TVI91 ON RAMPCLOSEDON91USON91MPRAHRTNO91ONMPRAHRTNOTOUS ROUTE 5 (SOUTH)TOUSDETOURDETOUR AHEADUSMPRAHRTNOVT-103US ROUTE 5 (NORTH)I91 ON RAMPCLOSEDDETOUR AHEADI91 ON RAMPUSCLOSEDDETOUR AHEADDETOURTO91ONRANMOPRTHUS ROUTE 5 (SOUTH)US ROUTE 5 (NORTH)DETOURAHEADDETOURDRIVENB DETOUR NOTES:1) THE I91 NB DETOUR WILL CONTINUE ON VT ROUTE 5 FROMTHIS LOCATION TO THE 191 EXIT 7, ON RAMP LOCATION.THE DETOUR NORTH SIGNS SHALL BE AND RAMP CLOSURESIGNS SHALL BE SHOWN ON THE TRAFFIC CONTROL PLANS.2) SIDE ROAD INTERSECTIONS WHERE VEHICLES WOULD BEINGUSING VT ROUT 5 TO ACCESS 191 FROM THE NB ON RAMPSHALL BE SIGNED ACCORDING WITH THE DETOUR NORTH I91SIGN.PROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)FILE NAME:s12a130bdrNB.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 2 NB RAMP CLOSURE LAYOUTSHEET 20M. LONGSTREETOF33
VT83NAD83 VermontState PlanesTransverseMercatorVT STATE PLANE GRIDNUS SurveyFootCentral Meridian:72 30'00.0000"WOrigin Latitude:42 30'00.0000"NFalse Easting:1640416.6667False Northing:0.0000US 91 SOUTHX'X'X'X'X'10 00X'11 0012 00US 91 NORTH13 00MERGE TAPERAHEADMATCHLINE STA 13 00FLASHING ARROW SIGNALNEXT XX LE2 MI/11500 FTSPEEDLIMIT50FINESDOUBLEVT-103RIGHTTRAFFIC CONTROL NOTES:1)SEE STAGE 1 SB CROSS OVER LAYOUT 1 FOR NOTES.DETOUR SIGNSPROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)TEMPORARY TRAFFIC BARRIERTEMPORARY CHANNALIZING DEVICEDETOUR DIRECTION OF TRAVELFILE NAME:s12a130bdrNB.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 2 NB CROSS OVER LAYOUT 1SHEETM. LONGSTREET21 OF33
VT83NAD83 VermontState PlanesTransverseMercatorVT STATE PLANE GRIDNUS SurveyFootCentral Meridian:72 30'00.0000"WOrigin Latitude:42 30'00.0000"NFalse Easting:1640416.6667False Northing:0.0000SPEEDLIMIT65US 91 SOUTHDOWNSTRAM TAPER13 0014 0015 0016 00US 91 NORTH 17 0018 00MATCHLINE STA 18 75US 9 1NORTH RAMP CLOSEDTO TRAFFICTEMPORARY ROADSIDE BARRIERVT-103ONR9A1MPNORTHROAD CLOSEDDETOUR SIGNSUSMATCHLINE STA 13 00END TERMINALTEMPORARY TRAFFIC BARRIERTEMPORARY CHANNALIZING DEVICEDETOUR DIRECTION OF TRAVELPROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)FILE NAME:s12a130bdrNB.dgnPLOT DATE: 03-NOV-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 2 NB CROSS OVER LAYOUT 2SHEET 22M. LONGSTREETOF33
VT83NAD83 VermontState PlanesTransverseMercatorVT STATE PLANE GRIDNUS SurveyFootCentral Meridian:72 30'00.0000"WOrigin Latitude:42 30'00.0000"NFalse Easting:1640416.6667False Northing:0.0000DOWNSTRAM TAPERUS 91 SOUTHROADSIDE BARRIER (TYP)TEMPORARY PAVEMENT MARKINGS21 0020 0022 0023 00US 91 NORTHMATCHLINESTA 23 00MATCHLINE STA 18 7519 00DETOUR SIGNSPROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)TEMPORARY TRAFFIC BARRIERTEMPORARY CHANNALIZING DEVICEDETOUR DIRECTION OF TRAVELFILE NAME:s12a130bdrNB.dgnPLOT DATE: 03-NOV-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 2 NB CROSS OVER LAYOUT 3SHEET 23M. LONGSTREETOF33
RAILROADNVT83State PlanesNAD83 VermontMercatorTransverseFootUS Survey72 30'00.0000"WCentral Meridian:42 30'00.0000"NOrigin Latitude:1640416.6667False Easting:0.0000False Northing:MOUNTAINDRIE GNATE PLT STAVGREENWOODSWOODSMM35.4111HVCTRL25 0024 0026 0027 0028 0023 00SIGNHAZARD100HVCTRLSTONEHWALLC BU OL X3 VEx R3 TSIGNBRIDGE 242112HVCTRLWOODSBRIDGE CLOSED FOR STAGE 2WOODSWORK ZONE APPROXIMATE AREAWOODSMATCHLINE STA 28 MM35.4EXISTING 00STA 23ENILHMATC110HVCTRLDETOUR SIGNSPROJECT NAME:TEMPORARY TRAFFIC BARRIERPROJECT NUMBER:TEMPORARY CHANNALIZING DEVICEDETOUR DIRECTION OF TRAVELIM 091-1(66)FILE NAME:s12a130bdrNB.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 2 NB CROSS OVER LAYOUT 4SHEET 24M. LONGSTREETOF33
EXISEXIST.WOODSSEISMICP-3 WDRIE GNATE PLT STAVMOUNTAINWOODS3'-0" SHOULDER12'-0" LANEGREEN3'-0" SHOULDER.WOODS.RAILROAD.NVT83State PlanesNAD83 VermontMercatorTransverseFootUS Survey72 30'00.0000"WCentral Meridian:42 30'00.0000"NOrigin Latitude:1640416.6667False Easting:0.0000False Northing:WOODSMM35.6WILLIAMSRIVERSIGNHAZARDSIGN SIGNBRIDGE 242SEISMICP-228 0029 0030 00H BOUND BRIDGEUS 91 SOUT31 0032 0033 0034 15HVCTRLMATCHLINE STA 34 00US 91 NORTH BOUND BRIDGEUS 91 NORTH BOUND BRIDGE.BRIDGE CLOSED FOR STAGE 2WORK ZONE APPROXIMATE AREAWOODSWOODS.MATCHLINE STA 28 00STONEHWALLWOODSWOODSSEISMICP-2 ELOCATIONUNKNOWN.WOODSSEISMICP-3 E.WOODS.DETOUR SIGNS.PROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)TEMPORARY TRAFFIC BARRIER.TEMPORARY CHANNALIZING DEVICEDETOUR DIRECTION OF TRAVELFILE NAME:s12a130bdrNB.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 2 NB CROSS OVER LAYOUT 5SHEET 25M. LONGSTREETOF33.
NVT83State PlanesNAD83 VermontMercatorTransverseFootUS Survey72 30'00.0000"WCentral Meridian:42 30'00.0000"NOrigin Latitude:1640416.6667False Easting:0.0000False Northing:DRIE GNATE PLT STAVWOODSWOODSWOODSWOODSWOODSUS 91 SOUTH34 0035 0036 0037 0038 0039 0040 00STA40 00MM35.6MATCHLINEMATCHLINE STA 34 00US 91 NORTHWOODSWOODSWOODSWOODSWOODSDETOUR SIGNSPROJECT NAME:ROCKINGHAMPROJECT NUMBER:IM 091-1(66)TEMPORARY TRAFFIC BARRIERTEMPORARY CHANNALIZING DEVICEDETOUR DIRECTION OF TRAVELFILE NAME:s12a130bdrNB.dgnPLOT DATE: 09-OCT-2015PROJECT LEADER: D. BONNEAUDRAWN BY:DESIGNED BY:CHECKED BY: D. PETERSOND. PETERSONSTAGE 2 NB CROSS OVER LAYOUT 6SHEET 26M. LONGSTREETOF33
NsenalePVT83 'Survey 002300.7US:n00'a67di30i NEXT XX ASHING ARROW SIGNALMERGE TAPEREATSTEANPLDIGRAHEADLE2 MI/1500 FT1US 91 SOUTH40 0041 00X'42 00X'X'X'X'X'MATCHLINE STA 40 0043 0044 00DOWNSTR
Central Meridian: 72 30'00.0000"W US Survey Foot Transverse Mercator NAD83 Vermont State Planes VT83 5 0 NAD83 (2011) R.GILMAN 04-22-2013 NAVD88 33 LENGTH OF PROJECT: LENGTH OF ROADWAY: LENGTH OF STRUCTURE: PROJECT DESCRIPTION: PROJECT LOCATION: 1 ROCKINGHAM IM 091-1(66) DOUGLAS BONNEAU, P.E. COUNTY OF WINDHAM TOWN OF ROCKINGHAM
