SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:33 PM
SHEET TOTAL STATE FED. AID PROJ. NO. MASSACHUSETTS DEPARTMENT OF TRANSPORTATION NO. SHEETS MA - 1 51
PROJECT FILE NO. 607249 11-Oct-2017
TITLE SHEET & INDEX
HIGHWAY DIVISION Plotted on PLAN AND PROFILE OF ROUTE 20 (BOSTON POST ROAD) AT LANDHAM ROAD 607249_HD (CS).DWG IN THE TOWN OF
THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND SUDBURY BRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED JULY 1, 2015, THE 2016 CONSTRUCTION STANDARD DETAILS, THE 2015 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND MIDDLESEX COUNTY HIGHWAYS WITH MASSACHUSETTS AMENDMENTS, THE 1990 STANDARD DRAWINGS FOR SIGNS AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING, AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, WILL GOVERN. FEDERAL AID PROJECT NO.
INDEX 75%/100% SUBMITTAL
SHEET NO. DESCRIPTION WALKUP OLD LANCASTER ROAD ROAD KATO SUMMIT 1 TITLE SHEET & INDEX
CLARK LANE 2 LEGEND & ABBREVIATIONS PILGRIMS PATH
TAYLOR ROAD
3 KEY PLAN, TEST PIT & BORING LOCATIONS UNION AVENUE RIVER ROAD
4-5 TYPICAL SECTIONS KATO DRIVE DESIGN DESIGNATION
INDIAN RIDGE ROAD
6-8 CONSTRUCTION BASELINE TIES WINSOR ROAD WALKER RTE 20 WEST OF RTE 20 EAST OF LANDHAM RD POKONOKET METACOMET 9-11 CONSTRUCTION PLANS FARM ROAD LANDHAM RD LANDHAM RD SOUTH OF RTE 20 CONFIDENCE FRANKLIN AVENUE S U D B U R Y WAY PLACE WAY 12-14 PROFILES MASSASOIT ALLEN
AVENUE DESIGN SPEED 35 MPH 35 MPH 35 MPH PLACE 15-17 CURB TIE & GRADING PLAN ADT (2017) 22,350 22,600 11,550 18-20 DRAINAGE & UTILITY PLANS BRADLEY OLD COUNTY ROAD CHURCH PLACE PROJECT END ADT (2027) 23,000 23,250 11,900 KING SOUTH 21-24 LANDSCAPE PLANS & DETAILS STREET PHILIP STA. 12+50.00 GREEN HILL ROAD SUDBURY K 7.1% 7.5% 8.6% 25-28 TRAFFIC SIGN & PAVEMENT MARKINGS ROAD SINGLETARY N 2956821.7985 LANE D 66% 66% 58% 29 TRAFFIC SIGN SUMMARY SHEET E 683213.3953 T (PEAK HOUR) 1.0% 1.0% 1.0% 30 TRAFFIC LEGEND, ABBREVIATIONS & NOTES MAPLE AVENUE 20 PROJECT W A Y L A N D T (AVERAGE DAY) 3.0% 3.0% 1.0% 31 TRAFFIC SIGNAL PLAN LOCATION DHV 1,620 1,740 1,020 32 BICYCLE LOOP DETECTOR DETAILS PROJECT BEGIN STA. 0+85.00 Wash DDHV 1,070 1,140 590 33-35 TEMPORARY TRAFFIC CONTROL PLANS URBAN PRINCIPAL URBAN PRINCIPAL URBAN MINOR N 2956799.0871 FUNCTIONAL CLASSIFICATION 36-37 CONSTRUCTION DETAILS N E 682096.3711 Brook ARTERIAL ARTERIAL ARTERIAL COOLIDGE LANE PELHAM ISLAND 38 WHEELCHAIR RAMP/DRIVEWAY DETAILS BRIDGE NO. LIMIT OF WORK ROAD
HAWTHORNE 39-51 CROSS SECTIONS STAGECOACH S - 31 - 2 STA. 20+50.00 DRIVE DRIVE BROOKSIDE N 2956305.2886 FARM LANE LANDHAM ROAD E 682710.1215
GRISCOM ROAD BECKWITH STREET HEARD GUZZLEBROOK POND WRIGHT ROAD CUTLER FARM ROAD DRIVE
WARREN ROAD BLACKMER ROAD READ ROAD ANSELM WAY Greenman-Pedersen, Inc.
CLIFFORD ROAD Engineers, Architects, Planners, Construction Engineers & Inspectors
181 Ballardvale Street, Suite 202, Wilmington, MA 01887 Tel: (978) 570-2999 Fax:(978) 658-3044 http://www.gpinet.com DATE DESCRIPTION REV #
0 100 200 300 400
SCALE: 1" = 100'
RECOMMENDED FOR APPROVAL
LENGTH OF PROJECT = 1515.00 FEET = 0.287 MILES CHIEF ENGINEER DATE
DEPARTMENT OF TRANSPORTATION APPROVED FEDERAL HIGHWAY ADMINISTRATION
APPROVED:
DIVISION ADMINISTRATOR DATE HIGHWAY ADMINISTRATOR DATE EXISTING PROPOSED TPL orGUY MHB BHL # WELL EHH MW # UPDL TP # GG PM UFB WG UPL ULT MB GP FP JB CB 100 FTWETLANDBUFFER EASEMENT PROPERTY LINEORAPPROXIMATE RAILROAD SIDELINE HAY BALES/SILTFENCE UNDERGROUND WATERMAIN(DOUBLELINE24INCHANDOVER) UNDERGROUND TELEPHONEDUCT(DOUBLELINE24INCHANDOVER) UNDERGROUND SEWERMAIN(DOUBLELINE24INCHANDOVER) UNDERGROUND GASMAIN(DOUBLELINE24INCHANDOVER) UNDERGROUND ELECTRICDUCT(DOUBLELINE24INCHANDOVER) UNDERGROUND DRAINPIPE(DOUBLELINE24INCHANDOVER) PARKING METER UTILITY POLE UTILITY POLEW/1LIGHT UTILITY POLEWITHDOUBLELIGHT UTILITY POLEW/FIREBOX ELECTRIC MANHOLE DRAINAGE MANHOLE HYDRANT FENCE GATEPOST ELECTRIC HANDHOLE POST CIRCULAR POST SQUARE FLAG POLE DESCRIPTION BORDER OFWETLAND BANK OFRIVERORSTREAM LIMIT OFEDGEPAVEMENTORCOLDPLANEANDOVERLAY BALANCE STONEWALL BUSH MONUMENT MASSACHUSETTS HIGHWAYBOUND MISC MANHOLE LIGHT POLE MONITORING WELL BORING HOLE MAIL BOX GAS PUMP CATCH BASINCURBINLET CATCH BASIN COUNTY LAYOUT CHAIN LINKORMETALFENCE GUARD RAIL-WOODPOSTS GUARD RAIL-STEELPOSTS CONTOURS CURBING OVERHEAD CABLE/WIRE GAS MANHOLE CABLE MANHOLE GPS POINT COUNTY BOUND GAS GATE STATE HIGHWAYLAYOUT SAWCUT LINE SWAMP /MARSH STUMP STONE BOUND SEWER MANHOLE 200 FTRIVERFRONTBUFFER TOWN ORCITYBOUNDARYLINE TOWN ORCITYLAYOUT TOP ORBOTTOMOFSLOPE TREE LINEORLIMITOFCLEARINGANDGRUBBING TREE TRANSMISSION POLE TROLLEY POLEORGUY TRAVERSE ORTRIANGULATIONSTATION TOWN ORCITYBOUND TELEPHONE MANHOLE TEST PIT JERSEY BARRIERONBRIDGEOR WOOD FENCE WATER GATE WATER MANHOLE WELL GENERAL SYMBOLS EXISTING PAVEMENT MARKINGSSYMBOLS PROPOSED DWLEx DYLEx DBWL DBYL SWL DWL DYL BWL BYL SYL ONLY SL CW DOUBLE YELLOWLINE DOUBLE WHITELINE DOTTED YELLOWLINEEXTENSION DOTTED WHITELINEEXTENSION DOTTED YELLOWLINE DOTTED WHITELINE BROKEN YELLOWLINE BROKEN WHITELINE LEGEND "ONLY"-WHITE PAVEMENT ARROW-WHITE DESCRIPTION SOLID YELLOWLINE SOLID WHITELINE CROSSWALK STOP LINE EXC EXIST (orEX) EOP EMB ELEV (orEL.) DWY DW DIP DIA DI DHV BR. BOS BO BM BLDG BL BD. BC BIT. CR GR CONST CONT CONC CO. CSP CMP CL CLF CIP CI CEM CCM CC CBCI CB ACCM PIPE A.C. APPROX. ADJ ABAN AADT GENERAL NOTES 18. 17. 16. 15. 14. 13. 12. 11. 10. 1. 9. 8. 7. 5. 3. 6. 2. 4. INCLUDED INTHECOSTOFPIPE.PIPEEXCAVATIONGREATERTHAN5’WILLBEPAIDUNDERCLASSBTRENCHEXCAVATION. INDEPENDENTLY VERIFIEDBYTHEOWNERORITSREPRESENTATIVE.CONTRACTORSHALLDETERMINEEXACTLOCATIONOF EXISTING WATERMAINISASBESTOSCONCRETE.EXTREMECARESHALLBETAKENDURINGUTILITYINSTALLATIONSANDCOMPACTIONOFSUBGRADEWITHIN THEFULLDEPTHAREASNOT ELEVATIONS FORTHECONSTRUCTABILITYOFDRAINAGESYSTEMSHALLANYSTRUCTURESBEORDERED.FIELDADJUSTMENTSTOLINE&GRADE UPTOADEPTHOF5’SHALLBE DRAINAGE ELEVATIONSAREPROVIDEDFORDESIGNPURPOSESONLY.THECONTRACTORSHALLVERIFYBYTESTPIT,LOCATIONSOFEXISTINGUTILITIES WHICHMAYCONFLICTWITH PRIOR TOTHESTARTOFANYNEWUTILITYWORK,ALLELEVATIONSEXISTINGUTILITIESINTHOSEAREASAREBEVERIFIED.ENGINEERISNOTIFIEDIMMEDIATELYSHOULD PLACED FLUSHWITHTHETOPOFADJACENTCURB,EDGING,BERMORPAVEMENTSURFACE. DETERMINED WITHOUTDELAYBYTHECONTRACTOR,ANDINFORMATIONFURNISHEDTOENGINEERFORRESOLUTIONOFCONFLICT. UTILITIES. CALL"DIG-SAFE"1-888-DIGSAFE(344-7233)ATLEAST72HOURSBEFORECOMMENCINGCONSTRUCTION. MIGHT BEOCCASIONEDBYTHECONTRACTOR'SFAILURETOLOCATEEXACTLYANDPRESERVEANYALLUNDERGROUND EXISTING CONDITIONSANDTOPOGRAPHICALSURVEYPROVIDEDBY (R&R). CONTRACTOR'S EXPENSE. COMPANIES. TO DISTURBTHEMAIN. THE PROPOSEDDRAINAGEDESIGN.ANYFIELDADJUSTMENTSREQUIREDWILLBEMADEASAPPROVEDORDIRECTEDBYENGINEER.ONLYAFTER CONTRACTORVERIFIES THE CONTRACTORSHALLTAKEEVERYPRECAUTIONTOPROTECTALLEXISTINGTREESANDROOTSTHATARENOTDESIGNATEDFORREMOVAL. THE TERM"PROPOSED"(PROP.)MEANSWORKTOBECONSTRUCTEDUSINGNEWMATERIALS,OR,WHEREAPPLICABLE,RE-USINGEXISTINGMATERIALSIDENTIFIEDAS"REMOVE&RESET" THE CONTRACTORSHALLMAKEALLARRANGEMENTSFORALTERATIONANDADJUSTMENTOFGAS,ELECTRIC,TELEPHONEANYOTHERPRIVATEUTILITIESBYUTILITY THE LOCATIONSOFEXISTINGUNDERGROUNDUTILITIESARESHOWNINANAPPROXIMATEWAYONLYANDHAVENOTBEEN TOPOGRAPHICAL INFORMATIONWASPROVIDEDINNAVD1988VERTICALDATUMANDMAMAINLANDNAD83HORIZONTALDATUM. WHERE ANEXISTINGUNDERGROUNDUTILITYISFOUNDTOCONFLICTWITHTHEPROPOSEDWORK,LOCATION,ELEVATIONANDSIZEOFSHALLBEACCURATELY ALL NEWSIDEWALKSANDDRIVEWAYGRADESSHALLMATCHEXISTINGATBACKOFSIDEWALKLINEUNLESSSHOWNOTHERWISEONTHEPLANSCROSS-SECTIONS. ALL PUBLICLYOWNEDGATEBOXES,SERVICEMANHOLEFRAMESANDCOVERSSHALLBEADJUSTEDTOGRADEBYTHECONTRACTOR. ALL CASTINGSSHALLBESETFLUSHWITHFINISHEDGRADE."HOOKLOCKCASCADEGRATES"USEDONMASSDOTFACILITIES. ANY DISCREPANCIESOCCUR. ALL DISTURBEDAREASNOTDESIGNATEDTOBEPAVEDSHALLHAVELOAMBORROWPLACEDANDSEEDED.THEAMINIMUMDEPTHOF4INCHES ASPHALT JOINTSEALANTMEETINGSPECIALPROVISIONITEM453. ALL TRANSVERSEJOINTS,ANDLONGITUDINALJOINTSBETWEENNEWSURFACEPAVEMENTEXISTINGTOREMAINSHALLBECOATEDWITHAHOTMIX ARE NOTGUARANTEED. ALL EXISTINGSTATE,COUNTY,CITYANDTOWNLOCATIONLINESPRIVATEPROPERTYHAVEBEENESTABLISHEDFROMAVAILABLEINFORMATIONTHEIREXACTLOCATIONS ALL PROPOSEDPAVEMENTMARKINGSSHALLBETHERMOPLASTIC. ALL EXISTINGSIGNSWITHINTHEPROJECTLIMITSSHALLBERETAINEDUNLESSNOTEDOTHERWISE. AREAS OUTSIDETHELIMITSOFPROPOSEDWORKDISTURBEDBYCONTRACTOR'SOPERATIONSSHALLBERESTOREDCONTRACTORTOTHEIRORIGINALCONDITIONAT ALL EXISTINGUTILITIESBEFORECOMMENCINGWORK,ANDAGREESTOBEFULLYRESPONSIBLEFORANYDAMAGESWHICH EXCAVATION EXISTING EDGE OFPAVEMENT EMBANKMENT ELEVATION DRIVEWAY DUCTILE IRONPIPE DIAMETER DROP INLET DESIGN HOURLYVOLUME BRIDGE BOTTOM OFSLOPE BY OTHERS BENCHMARK BUILDING BASELINE BOUND BOTTOM OFCURB BITUMINOUS CROWN GRADE CONSTRUCTION CONTINUOUS CONCRETE COUNTY CORRUGATED STEELPIPE CORRUGATED METALPIPE CENTERLINE CHAIN LINKFENCE CAST IRONPIPE CURB INLET CEMENT CEMENT CONCRETEMASONRY CEMENT CONCRETE CATCH BASINWITHCURBINLET CATCH BASIN STEADY DON'TWALK-PORTLANDORANGE ASPHALT COATEDCORRUGATEDMETALPIPE ASPHALT CONCRETE APPROXIMATE ADJUST ABANDON ANNUAL AVERAGEDAILYTRAFFIC INV HYD HWY HOR HMA HDW FLDSTN FDN. F&G F&C PVC PT PSB PROP PROJ PRC POT POC PI P.G.L. PCC PC NO. NIC MIN MHB MH MB MAX LT LP LB L GRD GRAV GRAN GIP GI GG GD GAR JCT GENERAL ABBREVIATIONS GREENMAN-PEDERSEN, INC.,AUGUST/SEPTEMBER2014,(978-570-2999) INVERT HYDRANT HIGHWAY HORIZONTAL HOT MIXASPHALT HEADWALL FIELDSTONE FOUNDATION FRAME ANDGRATE FRAME ANDCOVER POINT OFVERTICAL CURVATURE POINT OFTANGENCY PLANTABLE SOILBORROW PROPOSED PROJECT POINT OFREVERSECURVATURE POINT ONTANGENT POINT ONCURVE POINT OFINTERSECTION PROFILE GRADELINE POINT OFCOMPOUNDCURVATURE POINT OFCURVATURE NUMBER NOT INCONTRACT MINIMUM MASSACHUSETTS HIGHWAYBOUND MANHOLE MAILBOX MAXIMUM LEFT LIGHT POLE LEACH BASIN LENGTH OFCURVE GUARD GRAVEL GRANITE GALVANIZED IRONPIPE GUTTER INLET GAS GATE GROUND GARAGE JUNCTION UPL RT R&S R&R RR ROW RET WALL RET REM RDWY RD RCP R&D R PWW PVMT PVT PVI SW SHLO SSD STA ST SMH SHLD SB TYP TOS TC TEMP TAN T WM WIP WG WCR X-SECT VC VERT VAR . ROUTE 20(BOSTONPOSTROAD) STATE MA UTILITY POLE RIGHT REMOVE ANDSTACK REMOVE ANDRESET RAILROAD RIGHT OFWAY RETAINING WALL RETAIN REMOVE ROADWAY ROAD REINFORCED CONCRETEPIPE REMOVE ANDDISPOSE RADIUS OFCURVATURE PAVED WATERWAY PAVEMENT POINT OFVERTICALTANGENCY POINT OFVERTICALINTERSECTION CROSS SECTION SIDEWALK STATE HIGHWAYLAYOUTLINE STOPPING SIGHTDISTANCE STATION STREET SEWER MANHOLE SHOULDER STONE BOUND TYPICAL TOP OFSLOPE TOP OFCURB TEMPORARY TANGENT TANGENT DISTANCEOFCURVE/TRUCK% WATER METER/WATERMAIN WROUGHT IRONPIPE WATER GATE WHEEL CHAIRRAMP VERTICAL CURVE VERTICAL VARIES LEGEND &ABBREVIATIONS PROJECT FILENO. AT LANDHAMROAD FED. AIDPROJ.NO. SUDBURY - 607249 SHEET NO. 2 SHEETS TOTAL 51
607249_HD (LE).DWG Plotted on 11-Oct-2017 4:33 PM SUDBURY ROUTE 20 (BOSTON POST ROAD) SHEET REFERENCE: 1 2 3 4
AT LANDHAM ROAD 4:34 PM N Drawing Title: Drawing Number: SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS 6 8 CONSTRUCTION BASELINE TIES 7 - MA - 3 51 CONSTRUCTION PLANS 9 10 11 - PROJECT FILE NO. 607249 11-Oct-2017 PROFILES 12 13 14 - DRAINAGE & UTILITY PLANS 18 19 20 - KEY PLAN, TEST PIT & BORING
LOCATIONS Plotted on LANDSCAPE PLANS & DETAILS 21 22 23 24 TRAFFIC SIGN & PAVEMENT MARKINGS 25 26 27 28 TRAFFIC SIGNAL PLAN - 31 - -
C-# = PAVEMENT CORE LOCATION AND NUMBER TP-# = TEST PIT LOCATION AND NUMBER B-# = BORING LOCATION AND NUMBER (SEE SPECIAL PROVISIONS FOR LOGS) 607249_HD (KEY).DWG
1
BEGIN PROJECT STA. 0+85.00 MEET EXISTING N2956799.0871 E682096.3711 3
1 12 BOSTON POST ROAD 2 2 (ROUTE 20) 11 END PROJECT 3 STA. 12+50.00 TP-3 10 MEET EXISTING 4 N2956821.7985 B-2 9 E683213.3953 5 B-1 TP-1 6 8
7 24
B-3 B-4
23 TP-2
22
4 21
LIMIT OF WORK STA. 20+50.00 MEET EXISTING LANDHAM ROAD N2956305.2886 E682710.1215
0 80 200 300
SCALE: 1" = 80' SUDBURY EXIST. EXIST. ROUTE 20 (BOSTON POST ROAD) TEMP. STATE STATE PROP. SIDEWALK
AT LANDHAM ROAD 4:34 PM
EASEMENT ROW ROW S.H.L.O. EASEMENT SHEET TOTAL STATE FED. AID PROJ. NO. 50' ROW NO. SHEETS MA - 4 51 CONST.
PROJECT FILE NO. 607249 11-Oct-2017 5.50' HMA 5.00' 11.00' 11.00' 11.00' 5.00' TYPICAL SECTIONS
SIDEWALK SHOULDER TRAVEL LANE LEFT TURN LANE TRAVEL LANE SHOULDER Plotted on PAVEMENT NOTES
WB WB EB
DBYL PROPOSED FULL DEPTH HMA CONSTRUCTION
PGL & CROWN SWL SWL SWL SURFACE COURSE: 1.75" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5) OVER 1.5%* 2.0% LINE 1.0% EXIST. GROUND 2.25" SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC-19.0) OVER 607249_HD (TYP).DWG
BASE: 4.5" SUPERPAVE BASE COURSE - 37.5 (SBC-37.5) OVER
PROP. 4" PROP. 6" PROP. MICROMILLING & SUBBASE: 4" DENSE GRADED CRUSHED STONE OVER LOAM & SEED (TYP.) RETAIN EXISTING REVEAL (TYP.) HMA OVERLAY (TYP.) PROP. GRAN. CURB 8" GRAVEL BORROW TYPE B (OR SUITABLE EXISTING MATERIAL) PROP. FULL DEPTH HMA HMA WALK CONSTRUCTION (TYP.) TYPE VB (TYP.) * - TOLERANCE FOR CONSTRUCTION ±0.5% (TYP.) PROPOSED MICROMILLING & HMA OVERLAY PROP. 4" LOAM & SEED (TYP.) TYPICAL SECTION - ROUTE 20 SURFACE COURSE: 1.75" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5) OVER 2.25" SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC-19.0) OVER
STA. 9+00 TO STA. 10+50 SURFACE MILLING: VARIABLE DEPTH (2.75" ± 0.75") PAVEMENT MICROMILLING (ITEM 415.)
PROPOSED FULL DEPTH HMA CONSTRUCTION LESS THAN 4 FEET
SURFACE COURSE: 1.75" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5) OVER EXIST. EXIST. PROP. TEMP. 2.25" SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC-19.0) OVER TEMP. PERM. STATE STATE ROW S.H.L.O. EASEMENT EASEMENT EASEMENT ROW BASE: 6" HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE 50' ROW SUBBASE: 8" GRAVEL BORROW TYPE B (OR SUITABLE EXISTING MATERIAL) CONST. 1.00' SHOULDER PROPOSED HMA SIDEWALKS 6.00' 5.00' HMA 5.00' 11.00' 11.00' 5.00' 10.00' HMA SURFACE COURSE: 1" SUPERPAVE SURFACE COURSE - 9.5 (SSC-9.5) OVER SIDEWALK SHOULDER TRAVEL LANE TRAVEL LANE BIKE LANE RIGHT TURN LANE SIDEWALK 1.5" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5) OVER
SUBBASE: 8" GRAVEL BORROW TYPE B
WB EB EB EB PROPOSED CEMENT CONCRETE ISLANDS, WHEELCHAIR RAMPS AND PGL & CROWN WALKWAYS SWL
DBYL EXIST. GROUND 1.5%* SWL 1.5%* 2.0% LINE 1.0% SWL SWL SURFACE COURSE: 4" CEMENT CONCRETE (AIR ENTRAINED 4000 PSI, 3/4", 610) OVER HMA DRIVEWAY SUBBASE: 8" GRAVEL BORROW TYPE B
PROP. 4" PROP. 6" PROP. GRAN. CURB LOAM & SEED (TYP.) REVEAL (TYP.) PROP. FULL DEPTH HMA TYPE VB (TYP.) PROPOSED HMA DRIVEWAYS CONSTRUCTION (TYP.) SURFACE COURSE: 1.5" SUPERPAVE SURFACE COURSE - 9.5 (SSC-9.5) OVER * - TOLERANCE FOR CONSTRUCTION ±0.5% (TYP.) TYPICAL SECTION - ROUTE 20 2" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5) OVER SUBBASE: 8" GRAVEL BORROW TYPE B STA. 3+90 TO STA. 5+30
EXIST. EXIST. TEMP. STATE STATE EASEMENT ROW ROW TEMP. GENERAL NOTES 50' ROW EASEMENT 1. THE SECTIONS OF ROADWAY NOT COVERED IN THE RANGE OF STATIONS ASSOCIATED CONST. WITH THE TYPICAL SECTIONS ARE IN AREAS OF TRANSITION AND THEREFORE HAVE NOT BEEN SHOWN. 6.00' VARIES 6.00' HMA 3.00' 11.00' 11.00' BIKE LANE/ HMA 2. ASPHALT EMULSION FOR TACK COAT (RS-1) SHALL BE APPLIED AT THE RATE OF 0.07 SIDEWALK SHLD. TRAVEL LANE TRAVEL LANE SHLD. SIDEWALK GALLONS PER SQUARE YARD OVER MILLED SURFACES AND 0.05 GALLONS PER SQUARE YARD OVER TIGHT PAVED SURFACES PER SECTION 450.53.
3. ALL HMA SHALL BE IN ACCORDANCE WITH QUALITY ASSURANCE OF HMA AND SUPERPAVE SPECIFICATIONS. ASPHALT EMULSION FOR TACK COAT RS-1H SHALL BE WB EB APPLIED TO PAVEMENT LAYERS PRIOR TO PAVING FOR BONDED STRENGTH. HMA JOINT PGL & CROWN SEALANT SHALL BE APPLIED TO ALL COLD JOINTS IN SURFACE COURSE.
1.5%* DBYL SWL 1.5%* EXIST. GROUND VARIES LINE VARIES SWL 4. PAVEMENT MICROMILLING SHALL ACHIEVE THE CROSS SLOPES AS NOTED ON THE TYPICAL SECTIONS FOR NORMAL SECTION AND MAINTAIN EXISTING CROSS SLOPE FOR TRANSITIONS AND SUPERELEVATED SECTIONS AND/OR AS DIRECTED BY THE ENGINEER.
PROP. 4" PROP. 6" PROP. MICROMILLING & PROP. GRAN. CURB 5. BASED ON SOIL SURVEY CLASSIFICATION AND GRADATION OF SUB-BASE MATERIALS, LOAM & SEED (TYP.) REVEAL (TYP.) HMA OVERLAY (TYP.) TYPE VB (TYP.) THE FULL DEPTH CONSTRUCTION IS INTENDED TO EXCAVATE THE EXISTING ASPHALT * - TOLERANCE FOR CONSTRUCTION ±0.5% (TYP.) CONCRETE PAVEMENT TO ALLOW FOR THE EXISTING GRAVEL SUB-BASE TO BE TESTED BY MASSDOT. EXISTING SUB-BASE MATERIAL MEETING SPECIFICATIONS SHALL REMAIN HOR. SCALE IN FEET TO BE USED ON SITE, FINE GRADED AND COMPACTED AS DIRECTED BY THE ENGINEER. TYPICAL SECTION - ROUTE 20 4 0 4 8 6. SUITABLE EXCAVATED MATERIAL FROM WITHIN THE RIGHT-OF-WAY SHALL BE USED ON 4 4 8 0 SITE AS DIRECTED BY ENGINEER. STA. 0+85 TO STA. 3+55 VER. SCALE IN FEET SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:34 PM
SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 5 51
PROJECT FILE NO. 607249 11-Oct-2017
TYPICAL SECTIONS Plotted on 607249_HD (TYP).DWG
EXIST. SLOPE EASEMENT EXIST. EXIST. COUNTY COUNTY TEMP. TEMP. ROW ROW EASEMENT EASEMENT 55.00' ROW CONST.
6.00' HMA VARIES 11.00' 11.00' 11.00' 5.00' SIDEWALK SHOULDER TRAVEL LANE LEFT TURN LANE TRAVEL LANE SHOULDER
PROP. STEEL W BEAM HIGHWAY GUARD (TYP.) SB NB NB SWL PROP. PAVEMENT SWL MILLING MULCH (TYP.)
SWL PGL & CROWN DBYL PROP. 4" 1.5%* VARIES LINE VARIES LOAM & SEED (TYP.)
EXIST. GROUND PROP. 6" REVEAL (TYP.) PROP. FULL DEPTH HMA PROP. GRAN. CURB CONSTRUCTION (TYP.) TYPE VB (TYP.) PROP. 4" LOAM & SEED (TYP.) TYPICAL SECTION - LANDHAM ROAD * - TOLERANCE FOR CONSTRUCTION ±0.5% (TYP.) STA. 22+25 TO STA. 23+50
HOR. SCALE IN FEET 4 0 4 8
4 0 4 8 VER. SCALE IN FEET SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:34 PM
ROUTE 20 CONSTRUCTION BASELINE DATA SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS STARTING ENDING MA - 6 51 NUMBER NORTHING EASTING CURVE DATA LINE DATA NORTHING EASTING STATION STATION PROJECT FILE NO. 607249 11-Oct-2017 S74° 11' 13"E L14 0+00.00 2956822.2497 682014.5879 3+90.29 2956715.8962 682390.1048 390.29' CONSTRUCTION BASELINE TIES Plotted on S73° 31' 49"E L15 3+90.29 2956715.8962 682390.1048 5+26.27 2956677.3448 682520.5053 135.98' N
607249_HD (BLT).DWG MATCHLINE
BEGIN PROJECT STA. 0+85.00 MEET EXISTING CONTINUED ON N2956799.0874 SHEET 7 E682096.3701
PC +26.27 PI +90.29 3 4 L15 5 1 2 L14
N75°41'02"W S57°16'12"E 69.46' 970.41' 60.42' TRAVERSE N88°50'55"W TRAVERSE
TRAVERSE S75°56'47"E 586.20'
3 N: 2956762.3326 E: 682161.6291 MATCHLINE S75°16'59"E EL: 145.193 384.23' MAGNAIL BOSTON POST ROAD (ROUTE 20)
0 20 50 100
SCALE: 1" = 20' SUDBURY N ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:34 PM
SHEET TOTAL STATE FED. AID PROJ. NO. MATCHLINE NO. SHEETS 11 MA - 7 51
PROJECT FILE NO. 607249 11-Oct-2017
BOSTON POST ROAD CONSTRUCTION BASELINE TIES
10 Plotted on MATCHLINE N: 2956704.8130 (ROUTE 20) E: 682668.8225 L17 EL: 152.469 10 TRAVERSE MAGNAILTEMPO ROUTE 20 CONST. STA. 7+26.00 = LANDHAM RD CONST. STA. 24+01.38 PI +80.18
L16 N79°30'28"E 607249_HD (BLT).DWG 150.84' TRAVERSE PT +88.80 L15 9 TRAVERSE 5 PC +26.27
N75°41'02"W 970.41' TRAVERSE CONTINUED ON 8 SHEET 8 6 S67°59'19"W 708.85' 7 N69°13'48"E S75°56'47"E TRAVERSE 378.43'
24 S18°37'17"E
586.20' TRAVERSE C14 MATCHLINE 38.38' S35°28'28"W
N35°55'32"W L18 TRAVERSE 46.35' 104.75' 9 PT +78.85 N: 2956654.5887 MATCHLINE E: 682849.2955 EL: 155.197 MAGNAIL
C15 N73°47'19"E 123.94'
N37°20'17"W CONTINUED ON 17.38' S11°56'57"W SHEET 6
PC +20.08 45.82'
4 N: 2956619.9869 E: 682730.2842 23 EL: 155.607 MAGNAIL
233.85'
N8°33'12"E
ROUTE 20 CONSTRUCTION BASELINE DATA LANDHAM RD CONSTRUCTION BASELINE DATA
L19
TRAVERSE STARTING ENDING NUMBER NORTHING EASTING CURVE DATA LINE DATA NORTHING EASTING STATION STATION
S74° 11' 13"E L14 0+00.00 2956822.2497 682014.5879 3+90.29 2956715.8962 682390.1048 390.29'
22 S73° 31' 49"E L15 3+90.29 2956715.8962 682390.1048 5+26.27 2956677.3448 682520.5053 135.98'
LANDHAM ROAD R=550.00' Δ 37°46'00" C14 5+26.27 2956677.3448 682520.5053 8+88.80 2956692.3374 682876.1959 L=362.53' T=188.13'
N68° 42' 11"E L16 8+88.80 2956692.3374 682876.1959 9+80.18 2956725.5248 682961.3306 91.37'
N69° 05' 46"E L17 9+80.18 2956725.5248 682961.3306 12+50.00 2956821.7985 683213.3953 269.82'
8 N: 2956388.7385 E: 682695.5042 EL: 160.727 MAGNAIL
0 20 50 100 S58°00'35"W SCALE: 1" = 20' 21.66' LIMIT OF MICROMILL & HMA OVERLAY STA. 21+45.00 MEET EXISTING SEE SHEET 28
21 FOR LIMIT OF WORK SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:34 PM
SHEET TOTAL N STATE FED. AID PROJ. NO. NO. SHEETS MA - 8 51
PROJECT FILE NO. 607249 11-Oct-2017
CONSTRUCTION BASELINE TIES Plotted on
ROUTE 20 CONSTRUCTION BASELINE DATA
STARTING ENDING NUMBER NORTHING EASTING CURVE DATA LINE DATA NORTHING EASTING STATION STATION 607249_HD (BLT).DWG
N68° 42' 11"E L16 8+88.80 2956692.3374 682876.1959 9+80.18 2956725.5248 682961.3306 91.37'
N69° 05' 46"E L17 9+80.18 2956725.5248 682961.3306 12+50.00 2956821.7985 683213.3953
269.82' MATCHLINE
PT +88.80 END PROJECT 10 STA. 12+50.00 PI +80.18 11 12 N2956821.7985 L16 L17 E683213.3953 N69°13'48"E N67°01'01"E S37°35'17"E S62°23'22"W 17.79' N68°32'06"E 378.43' 255.07' 145.89' 453.84' TRAVERSE TRAVERSE TRAVERSE TRAVERSE TRAVERSE
N: 2956920.2600 5 S67°59'19"W E: 683506.4817 CONTINUED ON N: 2956754.1836 708.85' SHEET 7 E: 683084.1180
MATCHLINE EL: 152.588 MAGNAIL BOSTON POST ROAD (ROUTE 20)
ROUTE 20 CONSTRUCTION BASELINE DATA LANDHAM RD CONSTRUCTION BASELINE DATA 0 20 50 100
SCALE: 1" = 20' SUDBURY ROUTE 20 (BOSTON POST ROAD) HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS AT LANDHAM ROAD 4:34 PM
NONE NONE NONE SEE SHEET 18 SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 9 51
PROJECT FILE NO. 607249 11-Oct-2017
CONSTRUCTION PLANS Plotted on N 607249_HD (CO).DWG
GREEN HILL ROAD PROP. PERM. EASEMENT (TYP.) PROP. HMA SIDEWALK THROUGH DRIVEWAY CONTINUED ON (TYP.) SHEET 10 PROP. TEMP. PROP. 6.0' HMA EASEMENT (TYP.) SIDEWALK (TYP.)
R&R MAILBOX PROP. GRAN. CURB
TREE TRIMMING STA. 1+60 TO STA. 5+97 TYPE VB (TYP.) MATCHLINE PROP. FULL DEPTH BOSTON POST ROAD HMA CONSTRUCTION PROP. TREE PROP. SLOPE (ROUTE 20) LIMIT (TYP.) BEGIN PROJECT PROTECTION (RET.) STA. 0+85.00 CEM. CONC. (TYP.) PROP. 4" REM. EXIST. MEET EXISTING CEM. CONC. WCR #3 LOAM & SEED HMA CURB N2956799.0871 WCR #2 (RET.) (RET.) (TYP.) E682096.3711 (RET.) (RET.) (RET.) (REM.) (REM.) (REM.) (REM.) (REM.) (REM.) DWY-1 SAWCUT (REM.) 16' 14' 3 4 S73°31'49"E 5 1 2 S74°11'13"E PROP. CONST. & PGL 390.29' PI +90.29 135.98'
15' (REM.) SAWCUT
SAWCUT 27' (REM.) (REM.) DWY-2
(RET.) (RET.) (RET.) (RET.) (TOS) (RET.) (RET.) (RET.) (RET.) (RET.) (RET.) (RET.) (RET.) (RET.) REM. EXIST. (RET.) (RET.) CEM. CONC. WCR #4 HMA CURB CEM. CONC. PROP. 6.0' HMA PROP. GRAN. CURB (RET.) WCR #1 SIDEWALK (TYP.) TYPE VB (TYP.) PROP. 4" LOAM & PROP. HMA SIDEWALK (RET.) SEED (TYP.) THROUGH DRIVEWAY PROP. TEMP. (TYP.) PROP. MICROMILLING EASEMENT (TYP.) PROP. SLOPE PROP. FULL DEPTH
AND HMA OVERLAY MATCHLINE LIMIT (TYP.) HMA DRIVEWAY (TYP.) PROP. RECLAIMED GRANITE BLOCK WALL STA. 2+75 TO STA. 3+84 R&S EXIST. GRAN. CURB PROP. STATE LOCATED ON PRIVATE HIGHWAY LAYOUT PROPERTY (TYP.) (TYP.)
FOR PROFILE: SEE SHEET NO. 12
0 20 50 100
SCALE: 1" = 20' MATCHLINE SUDBURY ROUTE 20 (BOSTON POST ROAD) HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS AT LANDHAM ROAD 4:35 PM PROP. GRAN. CURB STA 21+ 55 LT TO STA 22+37 LT - ITEM 620.1 SEE SHEET 31 SEE SHEET 19 SEE SHEET 19 SHEET TOTAL STATE FED. AID PROJ. NO. TYPE VB (TYP.) STA 22+37 LT TO STA 22+46 LT - ITEM 620.3 NO. SHEETS 11 STA 22+46 LT - ITEM 627.1 RET. EXIST. STOCKADE FENCE MA - 10 51 STA 21+55 RT TO STA 23+29 RT - ITEM 620.1 & PGL PROJECT FILE NO. 607249 11-Oct-2017 STA 23+29 RT TO STA 23+45 RT - ITEM 620.3 PROP. FULL DEPTH BOSTON POST ROAD 15.50' STA 23+45 RT ITEM 627.1 HMA DRIVEWAY PROP. GRANITE CURB TYPE VB (TYP.) CONSTRUCTIONPROP. PLANSCONST. PROP. TEMP. (ROUTE 20) SAWCUT
EASEMENT (TYP.) Plotted on
MATCHLINE PROP. SLOPE REM. STOCKADE FENCE REM. PROP. TREE LIMIT (TYP.) STA. 6+00 TO 7+19 TREE PROTECTION PROP. GRAN. CURB PROP. SLOPE LIMIT (TYP.) PROP. PERM. PROP. HMA (TYP.) TYPE VB (TYP.) 10 UTIL. EASEMENT DRIVEWAY PROP. FULL DEPTH HMA CONSTRUCTION (RET.) PI +80.18 PROP. 4" R&R MAILBOX TO ROUTE 20 CONST. STA. 7+26.00 = LOAM & SEED STA. 7+23 LANDHAM RD CONST. STA. 24+01.38 (TYP.) PROP. TREE (RET.) PROP. 8' (RET.) CEM. CONC. 21.50' 607249_HD (CO).DWG (BOS) PROTECTION WCR # 8 (REM. ALL) (TYP.) STOCKADE (BOS) REM. FENCE (RET.) SAWCUT (RET.) (RET.) (REM.) (REM.) (RET.) (RET.) (REM.) 9 N68°42'11"E (REM.) (REM.) (REM.) 91.37' (RET.) (REM.) (REM.) 21.50' (REM.) (REM.) DWY-4 5 PT +88.80
PC +26.27 SAWCUT (REM.) SAWCUT +00 (REM.) DWY-6 8 CEM. CONC. REM. EXIST. (R&R, TYP.) RET. IRON 6 WCR #5 ASPHALT & PGL PIN PROP. GRANITE CURB TYPE VB 7 PROP. CONST. L=362 STA. 5+16 TO STA. 6+03 .53' R=55 (BOS)
0.00' 24 (RET.) MATCHLINE PROP. HMA SIDEWALK +07 (RET.) PROP. MICROMILLING (REM.) THROUGH DRIVEWAY (TYP.) CEM. CONC. (R&R) AND HMA OVERLAY WCR #6 (RET.) RET. EXIST. PT +78.85 PT (RET.) DWY-5 (R&R) (R&R) HMA WALK ' PROP. 3" CURB
0 PROP. 5.5' HMA PROP. FULL DEPTH 0
. REVEAL SIDEWALK (TYP.) 0 HMA CONSTRUCTION
1 PROP. STATE
5 PROP. GRANITE
= PROP. GRAN. CURB HIGHWAY +09 CURB TYPE VB MATCHLINE R TYPE VB (TYP.) LAYOUT (TYP.) ' (TYP.)
(R&R) 7 (RET.) 7
PROP. 6.0' . PROP. TEMP.
8 PROP. 4" LOAM HMA SIDEWALK (TYP.) 5 & SEED (TYP.) EASEMENT = PROP. TEMP. PROP. SLOPE L (RET.) CEM. CONC. PROP. SLOPE EASEMENT (TYP.) LIMIT (TYP.) CEM. CONC. WCR #10 (RET.) LIMIT (TYP.) MEET EXIST. WCR #7 (R&R) (RET.) CEM. CONC. HMA WALK WCR #9 PROP. STATE REM. EXIST. HIGHWAY LAYOUT (RET.)
CONC. WALK PC +20.08 R&R STONE MILE MARKER (LOCATION TO BE COORDINATED (TYP.) (RET.) CONTINUED ON REM. (2) WITH TOWN OF SUDBURY HISTORICAL COMMISSION) CONTINUED ON (REM.) SHEET 11 PROP. FULL DEPTH REM. (4) (RET.) SHEET 9 HMA DRIVEWAY (TYP.) (R&R)
(R&R) REM. LANDSCAPE ISLANDS & CONC. PROP. 4" LOAM 23 WALK (TYP.) & SEED (TYP.) (R&R) PROP. TREE (REM.) FENCE (TYP.) PROP. TEMP. EASEMENT (TYP.) (RET.) (RET.)(4) R&D EXIST. PROP. GRANITE CURB GUARDRAIL (REM.) & PGL TYPE VB (TYP.) (TYP.)
DWY-7 PROP. FULL DEPTH HMA DRIVEWAY (TYP.) (REM.)
(BOS) (REM.) N PROP. HMA SIDEWALK PROP. CONST. (REM.) THROUGH DRIVEWAY (TYP.)
(BOS) PROP. TEMP. R&D EXIST EASEMENT (TYP.)
GUARDRAIL (TYP.) 320.08'
N2°15'55"E (RET.) PROP. GRANITE CURB TYPE VB (TYP.) (REM.)
22 (REM.) PROP. COMPOST FILTER TUBE (TYP.) (REM.) LANDHAM ROAD
(R&R) (R&R) (REM.) (BOS) PROP. STEEL W BEAM (REM.) HWY. GUARDRAIL NOTES: 1. PROPOSED CLEARING AND GRUBBING FROM STA. 5+97 LT. TO STA. 7+19 LT. 2. PROPOSED TREE TRIMMING FROM STA. 1+60 LT. TO STA. 5+97 LT. AND (REM.) PROP. FULL DEPTH (RET.) SAW FROM STA. 21+45 RT. TO STA. 22+80 RT. 15' HMA CONSTRUCTION SAW 15'
SAW SAW PROP. STEEL W BEAM HWY. GUARDRAIL FOR PROFILE: SEE SHEET NOS. 12-14 PROP. 15' PAVEMENT TRANSITION (SEE DETAIL) 0 20 50 100
LIMIT OF MICROMILL & HMA OVERLAY SCALE: 1" = 20' STA. 21+45.00 MEET EXISTING SEE SHEET 28
21 FOR LIMIT OF WORK SUDBURY ROUTE 20 (BOSTON POST ROAD) HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS AT LANDHAM ROAD 4:35 PM
NONE NONE NONE SEE SHEET 20 SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 11 51 N PROJECT FILE NO. 607249 11-Oct-2017 CONSTRUCTION PLANS Plotted on 607249_HD (CO).DWG
PROP. 5.5' HMA SIDEWALK (TYP.)
PROP. BRICK WALK MATCHLINE PROP. PERM. PROP. GRANITE CURB UTIL. EASEMENT REMOVED AND RELAID TYPE VB STA. 9+55 TO STA. 10+05 CEM. CONC. PROP. SLOPE PROP. FULL DEPTH WCR #11 LIMIT (TYP.) HMA CONSTRUCTION END PROJECT STA. 12+50.00 PROP. GRANITE CURB MEET EXISTING TYPE VB (TYP.) PROP. 4" N2956821.7985 LOAM & SEED E683213.3953 (TYP.) (RET.) (REM.) (RET.)
(TOS)
21.50' SAWCUT LIMIT OF MICROMILL & HMA OVERLAY 14.50' STA. 11+28.00 10 PI +80.18 N69°05'46"E PROP. CONST. & PGL 11 MEET EXISTING 12 269.82' 21.50' 15.50' (REM.) SAWCUT
RET. RET. RET. RET. RET. RET. RET. (R&R, TYP.) EXISTING SIDEWALK CONTINUED ON PROP. FULL DEPTH PROP. GRAN. EASEMENT SHEET 10 HMA CONSTRUCTION CURB TYPE VB PROP. MICROMILLING (TYP.)
MATCHLINE AND HMA OVERLAY RET. EXIST. BOSTON POST ROAD PROP. TEMP. HMA WALK EASEMENT PROP. SLOPE (ROUTE 20) LIMIT (TYP.)
FOR PROFILE: SEE SHEET NO. 13
0 20 50 100
SCALE: 1" = 20' SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:37 PM
SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 12 51
PROJECT FILE NO. 607249 11-Oct-2017
PROFILES Plotted on
ROUTE 20 607249_HD (PR).DWG
180 180
HIGH POINT ELEV = 154.62 170 170 HIGH POINT STA = 5+70 PVI STA = 4+60.00 PVI ELEV = 154.07 A.D. = -2.41% K = 91.18 220' VC BEGIN PROJECT 557.3' SSD STA. 0+85.00 CONTINUED ON MEET EXISTING SHEET 13 N2956760.9370 E682231.0729 160 160 PVT: 5+70 ELEV: 154.62
PVI STA = 1+55.00 PVC: 3+50 ELEV: 150.86
PVI ELEVLOW POINT ELEV = 144.15 STA 1+05 = 145.18 A.D. = 0.85% K = 117.59 PROPOSED GRADE 100' VC
150 150 2.91% EXISTING GRADE PVT: 2+05 ELEV: 146.64 PVC: 1+05 ELEV: 144.15 GRADE BREAK STA = 0+85.00 ELEV = 143.74
2.06%
140 140 BENCH MARK: 3 BENCH MARK: 10 MAGNAIL MAGNAILTEMPO STA. 0+58.01, 18.24' RT STA. 5+76.58, 51.87' LT ELEV. = 145.19 ELEV. = 152.47
NAVD 88 BASE ELEV 130 130.00 149.41 146.49 154.00 154.49 155.02 144.05 145.17 147.95 150.86 152.18 153.23 154.77
0+50 1+00 2+00 3+00 4+00 5+00 6+00 6+50
FOR CONSTRUCTION PLANS: SEE SHEET NOS. 9-10
HOR. SCALE IN FEET 20 0 20 40
4 0 4 8 VER. SCALE IN FEET SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:37 PM
SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 13 51
PROJECT FILE NO. 607249 11-Oct-2017
PROFILES Plotted on
ROUTE 20 607249_HD (PR).DWG
180 180
HIGH POINT ELEV = 155.88 170 170 HIGH POINT STA = 8+45.61 LIMIT OF MICROMILL & HMA OVERLAY PVI STA = 9+00.00 STA. 11+28.00 PVI ELEV = 156.26 MEET EXISTING A.D. = -2.19% N2956771.8463 K = 91.25 E683082.6101 200' VC 592.4' SSD
160 160 PVC: 8+00 ELEV: 155.77 PVT: 10+00
PROPOSED GRADE ELEV: 154.57 PVT: 5+70 ELEV: 154.62 0.50% GRADE BREAK STA = 11+28.00 ELEV = 152.41 -1.69% CONTINUED ON SHEET 12 EXISTING GRADE
150 150
140 140 BENCH MARK: 4 BENCH MARK: 9 BENCH MARK: 5 MAGNAIL MAGNAIL MAGNAIL STA. 6+35.54, 35.46' RT STA. 7+52.82, 25.12' RT STA. 10+06.17, 16.39' RT ELEV. = 155.61 ELEV. = 155.20 ELEV. = 152.59
NAVD 88 BASE ELEV 130 130.00 154.49 154.77 155.02 155.27 155.52 155.77 155.88 155.72 155.28 154.57 152.88 153.73
5+50 6+00 7+00 8+00 9+00 10+00 11+00 11+50
ROUTE 20 CONST. STA. 7+26.00 = LANDHAM RD CONST. STA. 24+01.38 FOR CONSTRUCTION PLANS: SEE SHEET NOS. 10-11
HOR. SCALE IN FEET 20 0 20 40
4 0 4 8 VER. SCALE IN FEET SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:37 PM
SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 14 51
PROJECT FILE NO. 607249 11-Oct-2017
PROFILES Plotted on
LANDHAM RD 607249_HD (PR).DWG
180 180
LIMIT OF MICROMILL & HMA OVERLAY STA. 21+45.00 N2956400.2144 HIGH POINT ELEV = 160.60 E682713.8764 HIGH POINT STA = 21+60 PVI STA = 22+10.00 PROPOSED GRADE 170 PVI ELEV = 160.53 170 A.D. = -3.03% PVI STA = 23+25.00
K = 33.05 PVI ELEVLOW POINT ELEV = 156.39 STA 23+50 = 156.89 100' VC A.D. = 1.16% 406.7' SSD K = 43.03 50' VC GRADE BREAK STA = 21+45.00 ELEV = 160.59 PVC: 21+60 ELEV: 160.60 PVT: 22+60
1.91% ELEV: 158.95 -0.14% PVC: 23+00
160 ELEV: 157.68 160 PVT: 23+50 BRIDGE NO. -3.16% ELEV: 156.39 GRADE BREAK STA = 24+00.00 S - 31 - 2 ELEV = 155.39 -2.00% EXISTING GRADE
150 150
140 140 BENCH MARK: 8 BENCH MARK: 4 MAGNAIL MAGNAIL LANDHAM RD CONST. STA. 24+01.38 = STA. 21+32.81, 17.90' LT STA. 23+65.25, 7.71' RT ROUTE 20 CONST. STA. 7+26.00 ELEV. = 160.73 ELEV. = 155.61
NAVD 88 BASE ELEV 130 130.00 160.61 160.30 157.68 156.39 155.39 159.25
20+00 21+00 22+00 23+00 24+00 25+00
FOR CONSTRUCTION PLAN: SEE SHEET NO. 10
HOR. SCALE IN FEET 20 0 20 40
4 0 4 8 VER. SCALE IN FEET SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:37 PM
SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 15 51
PROJECT FILE NO. 607249 11-Oct-2017
CURB TIE & GRADING PLAN Plotted on
N 607249_HD (CT).DWG
GREEN HILL ROAD
CBCI-1 BOSTON POST ROAD 4+28 RIM=152.49 (ROUTE 20) PT +90.29 POC 16.00' LT PT PT PC PCC +59.63 +73.49 PC +50.70 +75.53 DMH-12 BEGIN PROJECT +11.51 26.32' LT 15.79' LT MATCHLINE POT PC +25.00 14.01' LT 15.97' LT 4+21 STA. 0+85.00 15.06' LT POT RIM=151.45 MEET EXISTING +84.76 +98.43 14.20' LT 14.43' LT +25.47 N2956799.0871 13.62' LT 25.59' LT E682096.3711
L2 C4 L6 X L3 C6 +80 C9 L7 PT 151.86 C3 +66 L1 C2 +18.31 18.13' LT 4 5 2 3 S73°31'49"E 1 S74°11'13"E PROP. CONST. & PGL X 135.98' POC PT 390.29' 152.18 +85.23 POC +79.82 PI +90.29 EXIST. DMH-1 12.90' RT 12.92' RT +12.18 L4 4+05 C1 25.19' RT C5 RIM=151.48 C7 151.91 +91 L5 C8 +39 L8 X
PC POC +25.00 +55.95 14.60' RT PT DMH-2 MATCHLINE 23.17' RT PT +89.97 4+16 +47.72 27.00' RT RIM=152.30 PC 16.12' RT CONTINUED ON +48.25 SHEET 16 24.93' RT
0 20 50 100
SCALE: 1" = 20' CBCI-7 PT SUDBURY10+38 ROUTE+25.20 20 (BOSTONRIM=153.57 POST ROAD) 19.95' LT
AT LANDHAM ROAD 4:37 PM
SHEET TOTAL STATE FED. AID PROJ. NO. L12 NO. SHEETS 11 MA - 16 51
PROJECT FILE NO. 607249 11-Oct-2017
C25 CURB TIE & GRADINGN69°05'46"E PLAN C12 269.82' Plotted on L22 PI +80.18 PT L9 10 EXIST. DMH-11 PC +83.02 L11 +15.75 21.47' LT 10+49 16.00' LT RIM=151.87 152.91 X CBCI-4 607249_HD (CT).DWG S73°31'49"E L7 6+87 C14 135.98' RIM=154.85 153.23 X L10 X X 9 153.68 +15 155.46 5 +35 X X PT +88.80 GICI-3 X 155.35 152.96 4+55 154.00 PC +26.27 X X +70 RIM=153.05 154.16 X 155.12 154.42 X MATCHLINE BOSTON POST ROAD X L8 +67 154.49 WG +21 155.66 (ROUTE 20) X 154.65 +69 C10 154.88 +03 155.77 8 155.52 X 153.73 6 154.77 & PGL PRC X CONTINUED ON +07 155.02 155.27 PROP. CONST. +30.33 X L 7 X C13X SHEET 17 =362. X 53' R=55 X DMH-5 22.11' RT 0.00' 24 154.22 7+93 155.68 PT RIM=155.77 +83.45 L23 X 21.53' RT 154.77 X
POT EXIST DMH-2 '
PT +78.85 0 C11 6+58 155.79 155.86 +15.81 0 CBCI-6 PC C26 . X
X +09 0 MATCHLINE 32.00' RT RIM=0.00 8+32 +39.15 X 1 +38 5 +68 C18 RIM=155.68
32.16' RT = R
+68 '
PC 7 C17
CONTINUED ON 7 +39.26 PT PRC . SHEET 15 8 +55 27.16' RT +03.18 +49.63 5 29.55' RT CBCI-8 156.39 = 33.63' RT +51 L X 23+40 X X RIM=154.88 156.17 C19 156.53 PCC +66.22 DMH-10 39.03' RT 23+18 N RIM=156.95 PC +20.08
CB-9 C20 PC 23+13 157.68 RIM=155.00 +29.15 157.57 22.08' RT X X
23 X 157.31 CBCI-11 23+10
& PGL RIM=157.36
+77
EXIST. DMH-3 23+01 PT RIM=0.00 +67.22 158.83 PROP. CONST. 159.25 21.00' LT X 158.92 +47 X X
L15
L16 PT +16.30 22.00' RT
PC +16.30 21.00' LT
C21 PT C22
+90.30 X X
22 X 19.30' LT 159.90 160.30 LANDHAM ROAD 159.89 PC
L17 +93.03 L18 20.18' RT
320.08'
N2°15'55"E PT
C23 PC C24 +68.91 +72.51 160.61 16.40' RT X 16.97' LT X X
160.31 160.32 POC POC +45.00 +45.00 14.58' RT 0 20 50 100 15.28' LT
SCALE: 1" = 20' LIMIT OF MICROMILL & HMA OVERLAY STA. 21+45.00 MEET EXISTING SEE SHEET 28
21 FOR LIMIT OF WORK SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:37 PM
SHEET TOTAL STATE FED. AID PROJ. NO. N NO. SHEETS MA - 17 51
PROJECT FILE NO. 607249 11-Oct-2017
CURB TIE & GRADING PLAN Plotted on 607249_HD (CT).DWG
PC +80.18 27.00' LT PT POT +18.31 PC +55.18 PT 19.88' LT +80.18 +04.96 27.00' LT PC 21.50' LT 26.61' LT +02.68 PT 14.10' LT +25.20 CBCI-7 POT 19.95' LT 10+38 +22.23 RIM=153.57 23.78' LT
L22 C25
L9 C12 L12 L13 LIMIT OF MICROMILL & HMA OVERLAY STA. 11+28.00 PI +80.18 C15 MEET EXISTING END PROJECT 10 11 N69°05'46"E PROP. CONST. & PGL 12 STA. 12+50.00 269.82' PC POT N2956821.7985 +01.31 +27.23 E683213.3953 15.73' RT 15.00' RT C16 L14
L10 C14 L11
EXIST. DMH-11 PT PC 10+49 RIM=151.87 +20.75 +80.32 15.09' RT 21.50' RT PT +05.32 20.76' RT CONTINUED ON SHEET 16 BOSTON POST ROAD MATCHLINE (ROUTE 20)
0 20 50 100
SCALE: 1" = 20' SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:38 PM
SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS N MA - 18 51
PROJECT FILE NO. 607249 11-Oct-2017
DRAINAGE & UTILITY PLANS Plotted on 607249_HD (DU).DWG
CBCI-1 STA:4+28.49 OFF:-15.00' LT R=152.49
BOSTON POST ROAD I=147.51 (out) MATCHLINE (ROUTE 20) (ADJ.) CONTINUED ON SHEET 19 BEGIN PROJECT
(ADJ.) MATCHLINE STA. 0+85.00 R&R UPL 7 LF - 12" RCP RET. UPL MEET EXISTING (ADJ.) #T118/E31 (B.O.) (REM.) N2956799.0871 #T117/E32 E682096.3711 (RET.)
(RET.) 4 5 3 & PGL PI +90.29 (ADJ.) 1 2 (RET.) PROP. CONST. (RET.) (RET.) (RET.) (RET.) (ADJ., B.O.) (RET.)
D
PROP. STUB POLE #T117S/E32S W/6' (ADJ.) (ADJ.) ANCHOR (B.O.) (RET.) (RET.) (RET.) (RET.) (RET.) (ADJ.) (REM.) (RET.) (RET.)
(RET.) DMH-2 36 LF - 12" DI STA:4+16.01 OFF:24.12' RT R=152.30 I(in)=148.80 (GICI-3) I(out)=147.85 (EXIST. DMH-1) CONNECT TO EXIST.
0 20 50 100
SCALE: 1" = 20' 15 LF - 12" RCP SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:38 PM
SHEET TOTAL N STATE FED. AID PROJ. NO. NO. SHEETS 11 MA - 19 51 & PGL CBCI-4 PROJECT FILE NO. 607249 11-Oct-2017
MATCHLINE STA:6+86.90 OFF:-17.97' LT PROP. 12' ANCHOR (B.O.) PROP. 8' ANCHOR (B.O.) CONTINUED ON R=154.85 DRAINAGE & UTILITYPROP. CONST. PLANS I=149.73 (out) R&R ULT #T121/E28 (B.O.) R&R UPL
SHEET 18 Plotted on CONNECT TO EXIST. BOSTON POST ROAD #T122/E27 (B.O.) (RET.)
MATCHLINE R&R UPL PROP. #T120PB/E29PB PROP. TRAFFIC SIGNAL (ROUTE 20) (REM) 10 #T119/E30 (B.O.) 20' PUSH BRACE (B.O.) POST & MAST ARM ROUTE 20 CONST. STA. 7+26.00 = PI +80.18 R&R UPL LANDHAM RD CONST. STA. 24+01.38 #T120/E29 (B.O.) (ADJ.) (RET.) R&R HYD (RET.) (RET.) PROP. 9' - 6" DIP 607249_HD (DU).DWG PROP. 6" GATE VALVE (REM) 9
(RET.) 5 (RET.) PT +88.80
(RET.) (ADJ., B.O.) CONTINUED ON PC +26.27 SHEET 20 WG MATCHLINE (ADJ.) (REM) (ADJ.) 8 (ADJ.) & PGL (RET.) (ADJ. B.O.) 6 (REM) PROP. CONST.
D (RET.) 7 MATCHLINE (ADJ.) 39 LF - 12" RCP
134 LF - 12" RCP 24 (ADJ., B.O.) (ADJ., B.O.) GICI-3 (RET.) PROP. POLE TO POLE STA:4+55.37 OFF:26.00' RT (ADJ.) GUY (B.O.)
R=153.05 (ADJ.) RET. UPL #T122S/E27S PT +78.85 PT I=150.55 (out) (ADJ.) (ADJ., B.O.) (ABAN.) CBCI-6 STA:8+32.19 OFF:21.09' RT (ABAN., R&S F&G) R=155.68 I=152.18 (out) DMH-5 PROP. TRAFFIC SIGNAL (ADJ.) PROP. TRAFFIC SIGNAL STA:7+93.00 OFF:5.00' RT POST & MAST ARM POST & MAST ARM (SEE R=155.77 ABAN. 12" RCP TRAFFIC SIGNAL PLANS) I(in)=151.75 (CBCI-6) (ABAN.) (ABAN., R&S F&G) I(out)=151.65 (EXIST DMH-2) CBCI-8
STA:23+40.22 OFF:-37.64' LT 23 LF - 12" RCP PC +20.08 R=154.88 D I=150.64 (out) CB-9 35 LF - 12" RCP STA:23+12.62 OFF:-59.58' LT R=155.00 23 CBCI-11 I=151.16 (out) STA:23+10.00 OFF:21.00' RT DMH-10 R=157.36 STA:23+18.18 OFF:21.21' LT I(out)=150.37 (EXIST. DMH-3) R=156.95 19 LF - 12" RCP I(in)=150.38 (CB-9) (REMODEL) I(in)=150.38 (CBCI-8) I(out)=150.28 (EXIST. DMH-3) & PGL
R&R UPL #T0/E0 (B.O). (FIRE BOX TO BE REMOVED BY SUDBURY FIRE DEPARTMENT) (RET.)
PROP. CONST.
R&R UPL #T1/E15/1 (B.O.)
22 (RET.) (RET.)
LANDHAM ROAD
0 20 50 100
LIMIT OF MICROMILL & HMA OVERLAY SCALE: 1" = 20' STA. 21+45.00 MEET EXISTING SEE SHEET 28
21 FOR LIMIT OF WORK SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:38 PM N SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 20 51
PROJECT FILE NO. 607249 11-Oct-2017
DRAINAGE & UTILITY PLANS Plotted on 607249_HD (DU).DWG
(ADJ.)
(REM)
PROP. 8' ANCHOR (B.O.) R&R UPL R&R UPL #T124/E25 (B.O.) #T123/E26 (B.O.) CBCI-7 LIMIT OF MICROMILL & HMA OVERLAY STA:10+38.13 OFF:17.97' LT STA. 11+28.00 R=153.57 MEET EXISTING I(out)=148.17 (EXIST. DMH-11) 15 LF - 12" RCP RET. UPL #T125/E24
10 11 (RET.) PI +80.18 PROP. CONST. & PGL 12 END PROJECT STA. 12+50.00 MEET EXISTING (RET.) N2956821.7985 E683213.3953 (ADJ., B.O.) (RET.) (RET.) (RET.) (ADJ., B.O.)
(RET.) MATCHLINE
CONTINUED ON SHEET 19 PROP. STUB POLE
MATCHLINE BOSTON POST ROAD #T125S/E24S W/8' (ROUTE 20) ANCHOR (B.O.)
0 20 50 100
SCALE: 1" = 20' SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:39 PM LEGEND SHEET TOTAL STATE FED. AID PROJ. NO. N NO. SHEETS EXISTING DECIDUOUS TREE (TYP.) MA - 21 51
PROJECT FILE NO. 607249 11-Oct-2017
PROP. DECIDUOUS TREE (TYP.) LANDSCAPE PLANS Plotted on
PROP. EVERGREEN TREE (TYP.) PLANTING NOTES
1. CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. PROP. SHRUBS (TYP.) 2. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE PROP. INDIVIDUAL TREE APPROVED BY THE RESIDENT ENGINEER PRIOR TO 607249_HD (LD).DWG PROTECTION (TYP.) PLANTING. 3. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. PROP. PERENNIAL PLANTING 4. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. 5. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED PROP. SHOULDER SEED MIX UNLESS NOTED OTHERWISE.
PROP. NATIVE SEED MIX PROP. PERM. UTILITY EASEMENT
PROP. 3" AGED PINE BARK MULCH PROP. GRAN. CURB GREEN HILL ROAD TYPE VB (TYP.)
PROP. 5.5' HMA SIDEWALK (TYP.)
PROP. INDIVIDUAL TREE PROTECTION (TYP.)
PROP. 4" LOAM & SEED (TYP)
RET. STOCKADE PROP. SLOPE FENCE CONTINUED ON LIMIT (TYP.) (RET) BEGIN PROJECT SHEET ## STA. 0+85.00 R&R UPL MEET EXISTING N2956799.0871 (RET) (REM. TREES) PROP. OHW (TYP.) E682096.3711 (RET) (RET) (RET)
(REM) (RET) R&R MAILBOX (RET UP) PROP. FULL DEPTH BOSTON POST ROAD (ROUTE 20)3 HMA CONSTRUCTION 4 5 1 (RET UP) 2 PROP. CONST. & PGL 0+00 PI +90.29
(REM. TREES) PROP. MICROMILLING & HMA OVERLAY (R&R)
(RET) (RET) (RET) (RET) (RET. BUSHES) (RET) (RET) (RET) (RET) (RET)
(RET) (RET) MATCHLINE (RET) (RET) (RET) (RET.) (RET.) (RET.) PROP. 4" LOAM & PROP. GRAN. CURB SEED (TYP.) TYPE VB (TYP.)
PROP. 6.0' HMA PROP. RET. WALL SIDEWALK (TYP.)
PROP. STUB POLE W/6' ANCHOR PROP. FULL DEPTH HMA PROP. SLOPE DRIVEWAY (TYP.) LIMIT (TYP.) PROP. STATE HIGHWAY LAYOUT (TYP.)
R&S EXIST. GRAN. CURB LOCATED ON PRIVATE PROPERTY (TYP.)
0 20 50 100
SCALE: 1" = 20' (RET) CONTINUED ON LEGEND SHEET MATCHLINE ## PROTECTION (TYP.) PROP. INDIVIDUAL TREE PROP. 3" AGED PINE BARK MULCH PROP. NATIVE SEED MIX PROP. SHOULDER SEED MIX PROP. PERENNIAL PLANTING PROP. SHRUBS (TYP.) EXISTING DECIDUOUS TREE (TYP.) PROP. EVERGREEN TREE (TYP.) PROP. DECIDUOUS TREE (TYP.) HMA DRIVEWAY (TYP.) PROP. FULL DEPTH
MATCH BOSTON POST ROAD (ROUTE 20) (ROUTE ROAD POST BOSTON R&R UPL PROP. OHW (TYP.)
HMA DRIVEWAY (TYP.) 5 PROP. FULL DEPTH PROP. GRANITE CURB TYPE VB 1. PLANTING NOTES 5. 3. 2. 4.
UNLESS NOTED OTHERWISE. PLANTING. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE MARKED PRIOR TO THE START OF WORK. PROP. GRANITE CURB COMMON NAME, BOTANICAL NAME & SIZE. CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES SPECIFICATIONS AND DETAILS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED ALL PLANTS WILL BE MULCHED PER THE PLANTING ALL PLANT MATERIAL WILL HAVE TAGS INDICATING APPROVED BY THE RESIDENT ENGINEER PRIOR TO PC +26.27 PC STA. 5+16 TO 6+03 TYPE VB (TYP.) SIDEWALK (TYP.) PROP. 6.0' HMA R&R HYD STOCKADE FENCE STOCKADE (RET) PROP. 8' FENCE R&D LANDSCAPE ARCHITECT TO (RET)
PLANTINGS - 70 TOTAL WG PROP. PERENNIAL (SEE SPECIAL PROVISIONS - REMOVAL REQUIREMENTS) LAYOUT IN FIELD PROP. STEEL W BEAM HWY. PROP. TRAFFIC SIGNAL POST RE: NOTIFICATION OF PROP. FULL DEPTH HMA R&R UPL
LANDSCAPE ISLAND 6 (REM. ALL TREES) R&D PERENNIALS (REM. TREES) FROM EXISTING PROP. 4" LOAM & SEED (TYP.) DRIVEWAY (TYP.) PROP. SLOPE GUARDRAIL LIMIT (TYP.) LA 3 & MAST ARM R&R UPL RC 3 (RET) HMA DRIVEWAY PROP. OHW (TYP.) (REM. TREES) PROP. STATE HIGHWAY FULL DEPTH LA 3 LANDHAM RD CONST. (RET) PROP. LAYOUT (TYP.) ROUTE 20 CONST. AR IG 7 1 (REM) (RET) (RET) (REM) (REM) TREES) (REM. KL 3 (R&R) STA. 7+26.00 = STA. 24+01.38
7 RC
(R&D) 3
(R&R) R&R UPL PROP. OHW (TYP.) R&R UPL LANDHAM ROAD (RET) 22 TREES (3) (R&R) 24 (RET) TREES) PROP. CONST. & PGL 23 PT +78.85
(REM. PC +20.08 REM. PLANTER) (R&D (RET) (R&R)
(R&R) (REM. TREES) (RET)
(R&R) LAYOUT (TYP.) PROP. STATE HIGHWAY PROP. CONST. HMA CONSTRUCTION PROP. FULL DEPTH PROP. TRAFFIC SIGNAL POST PROP. 8' STOCKADE FENCE & MAST ARM PROTECTION PROP. INDIVIDUALTREE (TYP.) HMA CONSTRUCTION PROP. FULL DEPTH (RET)
(R&R) (REM. ALL TREES) (RET) (R&R)
& PGL (RET) PROP. 4" LOAM & SEED (TYP) (RET) PROP. 3" AGED PINE BARK MULCH PROP. NATIVE SEED MIX PROP. COMPOST FILTER PROP. TREE WELL PROP. INDIVIDUAL TREE PROTECTION (TYP.) REM. TREES (3) PROP. 4" LOAM REM. LANDSCAPE ISLANDS & (RET. WHITE OAK) CONC. WALK (TYP) & SEED (TYP.) TUBE (TYP.) W/COMPOST TOPSOIL JV FOR LIMIT OF WORK MEET EXISTING LIMIT OF MICROMILL & HMA OVERLAY SEE SHEET 28 STA. 21+45.00 7 (RET) 8 (RET) 13 IG MILE MARKER R&R STONE LANDSCAPE ARCHITECT TO LAYOUT IN FIELD PROP. PERENNIAL PLANTINGS - 98 TOTAL RET. EXISTING LANDSCAPING PROP. PERM. UTILITY PROP. GRAN. CURB PROP. TRAFFIC SIGNAL POST & MAST ARM SIDEWALK (TYP.) EASEMENT (TYP.) PROP. 5.5' HMA TYPE VB (TYP.) PERENNIALS PLANT LIST SUMMARY SHRUBS TREES SYMBOL LAN RC NN HS AM AR SN EP LA KL LS JV IG
PT +88.80
(RET)
QUANTITY 9 24 24 24 24 24 24 24 20 3 7 6 6 1 (RET)
(RET) HEMEROCALLIS 'STELLA CATAWBIENSE 'ROSEUM ECHINACEA PURPUREA JUNIPERUS VIRGINIANA ACHILLEA 'MOONSHINE' LEUCOTHOE AXILLARIS NIPPONANTHEMUM SYMPHYOTRICHUM LEUCANTHEMUM × KALMIA LATIFOLIA BOTANICAL NAME RHODODENDRON NOVAE-ANGLIAE HMA WALK MEET EXIST. ACER RUBRUM ANGUSTIFOLIA 'RED SUNSET'
ILEX GLABRA RET. EXISTING NIPPONICUM 'COMPACTA' LAVANDULA LANDSCAPING SUPERBUM (RET) ELEGANS' DE ORO' 0
20 MATCHLINE DAYLILY 'STELLA DE ORO' LEUCOTHOE 'CURLY RED' YARROW 'MOONSHINE' NEW ENGLAND ASTER EASTERN RED CEDAR COMPACT INKBERRY ENGLISH LAVENDER MOUNTAIN LAUREL SCALE: 1" = 20' EASTERN PURPLE RHODODENDRON MONTAUK DAISY
COMMON NAME PI +80.18 SHASTA DAISY CONEFLOWER RED MAPLE HOLLY 50
10 ROUTE 20 (BOSTON POST ROAD) STATE MA 2"-2 1/2" CAL 18"-24" HT. 18"-24" HT. 18"-24" HT. 1 GALLON 1 GALLON 1 GALLON PROJECT FILE NO. 2 GALLON 2 QUART 2 QUART 2 QUART 3-4 FEET 2-3 FEET AT LANDHAM ROAD LANDSCAPE PLANS SIZE FED. AID PROJ. NO. SUDBURY - 100 LAYOUT IN FIELD LAYOUT IN FIELD LAYOUT IN FIELD LAYOUT IN FIELD LAYOUT IN FIELD LAYOUT IN FIELD LAYOUT IN FIELD
PROP. CONST. 607249 SHEET NO. 22 NOTES CONTINUED ON B&B B&B SHEET SHEETS TOTAL 51 N
##
& PGL
607249_HD (LD).DWG Plotted on 11-Oct-2017 4:39 PM SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:39 PM
SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 23 51
PROJECT FILE NO. 607249 11-Oct-2017
N LANDSCAPE PLANS Plotted on 607249_HD (LD).DWG
PROP. GRANITE CURB TYPE VB (TYP.)
PROP. 5.5' HMA PROP. 4" LOAM & SIDEWALK (TYP.) SEED (TYP)
PROP. SLOPE LIMIT (TYP.) PROP. OHW (TYP.) CONTINUED ON PROP. GRANITE CURB SHEET ## TYPE VB STA. 9+55 TO STA. 10+05
RET. UPL (REM) (RET)
END PROJECT R&R UPL STA. 12+50.00 MEET EXISTING R&R UPL N2956821.7985 PI +80.18 10 11 PROP. CONST. & PGL 12 12+50 E683213.3953 PT +88.80 PROP. MICROMILLING & HMA OVERLAY BOSTON POST ROAD (ROUTE 20) PROP. FULL DEPTH HMA CONSTRUCTION
(RET. EXISTING LANDSCAPE)
PROP. SLOPE RET. EXISTING LIMIT (TYP.)
MATCHLINE LANDSCAPING PROP. STUB POLE W/8' ANCHOR
PROP. GRAN. CURB TYPE VB (TYP.)
LEGEND
EXISTING DECIDUOUS TREE (TYP.)
PROP. DECIDUOUS TREE (TYP.)
PROP. EVERGREEN TREE (TYP.) PLANTING NOTES
1. CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. PROP. SHRUBS (TYP.) 2. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE PROP. INDIVIDUAL TREE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PROTECTION (TYP.) PLANTING. 3. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. PROP. PERENNIAL PLANTING 4. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. 5. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED PROP. SHOULDER SEED MIX UNLESS NOTED OTHERWISE.
PROP. NATIVE SEED MIX 0 20 50 100
SCALE: 1" = 20' PROP. 3" AGED PINE BARK MULCH SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:40 PM
SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 24 51
PROJECT FILE NO. 607249 11-Oct-2017
LANDSCAPE DETAILS Plotted on DO NOT CUT LEADER TREE WRAP SHALL NOT BE USED TREE SHALL BE SET PLUMB
WATERING SAUCER SHALL BE FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PLANTING 607249_HD (LD).DWG TREE SHALL BE PLANTED SO THAT CROWN IS 3 INCHES ABOVE FINISHED GRADE AFTER SETTLEMENT
2-3 INCHES AGED PINE BARK MULCH (PULL MULCH AWAY FROM TRUNK OF TREE) EXCAVATE TO REQUIRED DEPTH AND BACKFILL BACKFILL MIX PER SPECIAL PROVISIONS SPACING VARIES CROWN OF PLANT TO BE 2 INCHES MIN. ABOVE WITH PLANTING MIX 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT SEE PLANS OR NOTES FINISHED GRADE AFTER SETTLING CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING. RAISE AND REPLANT ANY PLANTS THAT SETTLE COMPLETELY REMOVE SYNTHETIC BURLAP & LACING MORE THAN 3 INCHES AFTER PLANTING AND 2-3 INCH DEPTH AGED PINE BARK MULCH (PULL WATERING IN AWAY FROM BASE OF SHRUB) WATER BY FLOODING TWICE IN FIRST TWO HOURS AFTER PLANTING. WATER & MAINTAIN AS PER 3 INCH HIGH EARTH WATERING SAUCER 6 INCHES STANDARD SPECIFICATIONS AROUND PLANTING BED BELOW ROOTBALL ROOTBALL SHALL BE PLACED ON BACKFILL MIX PER SPECIAL PROVISIONS UNDISTURBED SUBGRADE ROOTBALL REMOVE PLANT FROM CONTAINER EVEN IF MIN. 2 X ROOTBALL DIAMETER 'PLANTABLE CONTAINER'. SCORE SIDES AND BOTTOM OF ROOT BALL TO LOOSEN ROOTS
UNDISTURBED SUBGRADE
DECIDUOUS TREE PLANTING PERENNIAL PLANTING 3 1 NOT TO SCALE NOT TO SCALE
RAISE AND REPLANT ANY SHRUBS WHICH SETTLE MORE THAN 2 INCHES AFTER PLANTING & WATERING IN
SHRUBS SHALL BE SET PLUMB
WATERING SAUCER SHALL BE FLOODED TWICE WATER BY FLOODING TWICE IN FIRST TWO HOURS DURING THE FIRST 24 HOURS AFTER PLANTING TREE SHALL BE PLANTED SO THAT CROWN IS 2-3 INCHES AFTER PLANTING. WATER & MAINTAIN AS PER DO NOT CUT LEADER ABOVE FINISHED GRADE AFTER SETTLEMENT EXCAVATE TO REQUIRED DEPTH STANDARD SPECIFICATIONS AND BACKFILL WITH PLANTING MIX TREE SHALL BE SET PLUMB SHRUB SHALL BE PLANTED SO THAT CROWN IS 2 INCH MIN. ABOVE FINISHED GRADE AFTER SETTLEMENT
2-3 INCH DEPTH AGED PINE BARK MULCH (PULL 1V:2H SLOPE AWAY FROM BASE OF SHRUB) 2-3 INCHES AGED PINE BARK MULCH (PULL MULCH AWAY BACKFILL MIX PER SPECIAL PROVISIONS FROM TRUNK OF TREE) 3 INCH HIGH EARTH WATERING SAUCER 1V:1H SLOPE MAX. AROUND PIT 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT
CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING. COMPLETELY REMOVE SYNTHETIC BURLAP & LACING COMPLETELY REMOVE SYNTHETIC BURLAP AND 1V:1H SLOPE MAX. LACING. FOR CONTAINERIZED PLANTS, REMOVE 6 INCHES ROOTBALL CONTAINER PRIOR TO PLANTING 6 INCHES BELOW UNDISTURBED SUBGRADE BELOW ROOTBALL ROOTBALL LOOSE OR CRACKED ROOTBALLS WILL NOT BE EXCAVATE PLANTING PIT TO 3 X ROOTBALL BACKFILL MIX PER SPECIAL PROVISIONS ACCEPTED FOR PLANTING DEPTH OF ROOT BALL ROOTBALL 1V:2H SLOPE
MIN. 2 X ROOTBALL DIAMETER
EVERGREEN TREE PLANTING (SLOPE) SHRUB PLANTING
2 NOT TO SCALE 4 SCALE: 1" = 1.0 SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:40 PM
SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 25 51
PROJECT FILE NO. 607249 11-Oct-2017
TRAFFIC SIGN & PAVEMENT MARKINGS Plotted on N 607249_HD (TSPM).DWG
GREENHILL ROAD
CONTINUED ON SHEET 26
BEGIN PROJECT STA. 0+85.00 MEET EXISTING MATCHLINE N2956799.0871 BOSTON POST ROAD E682096.3711 (ROUTE 20)
(RET.) R3-17 "DO W11-1 "GREEN HILL RD" R3-17b (RET.) (RET.) NOT W16-1 "DEER XING" PASS" GRAPHIC 5' SWL (55') 4' DWL (160') +85 SWL(280') SWL (30') 1' EXIST. SWL 11' 4 5 ±13' 3 PI +90.29 DBYL(380') 1 PROP. CONST. & PGL 2 +70
EXIST. DBYL DBYL (30') 11' +70 +27 DWL (120') +90 +08 SWL(275') ±14'
EXIST. SWL SWL (5') DWL (120') 5' (RET.) SWL(275') +40 1' "STOP" 10' SWL(500') 1' D6-1 (RET.) D8-1 R4-4 "NO TRUCK" GRAPHIC PROP. SHARED W1-10L (RET.) LANE MARKING R3-7R "LANDHAM RD" BUSINESS "SHARROW" (TYP.) CURVE/FORK PLAZA PROP. BICYCLE (R&D) SIGN GRAPHIC SIGN PROP. STATE LANE MARKING "LANDHAM RD" (R&R TO STA. 3+50 RT) HIGHWAY LAYOUT "SHARROW" (TYP.)
MATCHLINE
0 20 50 100
SCALE: 1" = 20' MATCHLINE 12" SYL (TYP.) @ 45° AND 10' SUDBURY OFFSETROUTE 20 (BOSTON POST ROAD)
±3'
AT LANDHAM ROAD 4:40 PM
SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS 11 +98 MA - 26 51
PROJECT FILE NO. 607249DBYL(105') +99 11-Oct-2017 4' TRAFFIC SIGN & PAVEMENT MARKINGS Plotted on
MATCHLINE W1-10R "LANDHAM RD" +93 ROUTE 20 CONST. STA. 7+26.00 = LANDHAM RD CONST. STA. 24+01.38 +80 10 +13 5' PI +80.18
11' +98
M3-4 SWL(330') R3-2 M1-4(20) SWL(200')+30 607249_HD (TSPM).DWG 12" SYL (TYP.) D6-6 11' @ 45° AND 10' D6-4 SWL(280') D8-6 9 DBYL(380') OFFSET D8-4 PT +88.80 BOSTON(ROUTE POST 20) ROAD 5' 5' DBYL(225') 5' 5 11' 11' SWL(230') +40 PC +26.27
SWL(275') 11' SWL(445') SWL(275') +51 +64 WG 5' SL D3-1(2) 8 SWL(90') +74 +40 6 11' 11' DBYL(115') +65 +65 +60 7 5' 5' W1-10L "YIELD" (R&D) 24 10'
"LANDHAM RD" PROP. CONST. & PGL R10-12a +79 "DO NOT MATCHLINE 10' 10' +74 CW ENTER" 11' SL (R&D) CW DWL(130') (R&D) "KEEP 1' M3-2 +42 5' "BOSTON POST RD" RIGHT" DWL(130') "LANDHAM RD" M1-4(20)
PT +78.85 PT "STOP" +39 10' (R&D) D3-1(2) PROP. BIKE LANE (R&S) MARKING (TYP.) 1' (2) D3-1(1) "THE COOLIDGE R3-2 MNT BTB +60 AT SUDBURY" MATCHLINE D6-2 10' CW (R&D) PROP. STATE (R&D) D8-2 +51
" 20 EAST HIGHWAY "PEDESTRIAN XING" SL > WAYLAND +46 I LAYOUT (TYP.) CONTINUED ON GRAPHIC SIGN WALTHAM" SHEET 27 DOWN ARROW R3-7DS "FRAMINGHAM PROP. STATE ------> " HIGHWAY LAYOUT "YIELD" (R&D) 11' (TYP.) 11' "PEDESTRIAN XING" (R&D) CONTINUED ON +26 5' GRAPHIC SIGN SHEET 25 DOWN ARROW
PC +20.08 CLUSTER REFLECTOR (R&D) PROP. BICYCLE
SWL(140') LEGEND (TYP.)
DBYL(200') 23
N "KEEP RIGHT" GRAPHIC (R&D) +70 11' 5'
"SPEED SWL(205') (R&D) LIMIT 35" SIGN SWL(130') "SLOW CHILDREN" SIGN R2-1(35)
11' 11' 11' LANDHAM ROAD 5' 5' R3-7DS
5' 5'
22
DWL(56')
& PGL
DWL(56')
MATCHLINE ±4' PROP. CONST. ±4'
±12' ±11' R4-4 MATCHLINE
0 20 50 100
EXIST. DBYL SCALE: 1" = 20' LIMIT OF MICROMILL & HMA OVERLAY EXIST. SWL CONTINUED ON STA. 21+45.00
EXIST. SWL SHEET 28 MEET EXISTING
21 SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:40 PM
N SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 27 51
PROJECT FILE NO. 607249 11-Oct-2017
TRAFFIC SIGN & PAVEMENT MARKINGS Plotted on 607249_HD (TSPM).DWG
LANDHAM CURVE/FORK
MATCHLINE (R&D) GRAPHIC SIGN "LANDHAM RD" CROSSING SIGN (R&R TO STA. 8+50 LT)
(R&D) "SCHOOL 12" SYL (TYP.) BUS STOP LIMIT OF MICROMILL & HMA OVERLAY W1-10R AHEAD" STA. 11+28.00 (R&D) @ 45° AND 10' "LANDHAM RD" OFFSET MEET EXISTING "REVERSE TURN" R3-7L GRAPHIC SIGN S3-1 D6-3 D8-3 5'
SWL(330') 11' +93 DWL(98')
+80 ±3' SWL(200') DWL(64') 11' EXIST. SWL
+30 11' PI +80.18 10 DBYL(105')+98 11 12 EXIST. DBYL PROP. CONST. & PGL DBYL(105') +99 12' DBYL(225') 11' +13 +98 4' EXIST. SWL SWL(230') DWL(112') ±2'
5' 5'
W11-1 R3-17 BOSTON POST ROAD W16-1 R3-17b CONTINUED ON (ROUTE 20) SHEET 26 PROP. SHARED LANE MARKING END PROJECT "SHARROW" (TYP.) STA. 12+50.00 MEET EXISTING MATCHLINE N2956821.7985 E683213.3953
0 20 50 100
SCALE: 1" = 20' SUDBURY CONTINUED ON ROUTE 20 (BOSTON POST ROAD)
& PGL
SHEET 26 AT LANDHAM ROAD 4:40 PM
SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 28 51
PROJECT FILE NO. 607249 11-Oct-2017
MATCHLINE PROP. CONST. TRAFFIC SIGN & PAVEMENT MARKINGS
Plotted on ±12' ±11' MATCHLINE
±4' ±4'
EXIST. DBYL
LIMIT OF MICROMILL & HMA OVERLAY 607249_HD (TSPM).DWG
EXIST. SWL STA. 21+45.00 EXIST. SWL MEET EXISTING
21
& PGL
PROP. CONST. N "DEER XING" GRAPHIC SIGN (RET.)
LIMIT OF WORK STA. 20+50.00 MEET EXISTING N2956305.2886 E682710.1215
R2-1 (25) LANDHAM ROAD
D6-5 D8-5
"STOP AHEAD" GRAPHIC SIGN (R&D)
0 20 50 100
SCALE: 1" = 20' CATION IDENTIFI- M1-4(20) R2-1(35) R2-1(25) NUMBER R10-12a W1-10R R3-7DS W1-10L D3-1(2) D3-1(1) R3-17b W16-1 W11-1 R3-7R (POS) (POS) R3-17 R3-7L M3-4 M3-2 R4-4 R3-2 S3-1 WIDTH 102" 90" 36" 24" 24" 24" 18" 24" 36" 36" 30" 36" 30" 30" 30" 30" 30" 24" 24" 24" SIZE OFSIGN HEIGHT 12" 24" 24" 24" 36" 36" 36" 30" 12" 24" 30" 30" 30" 24" 30" 30" 18" 18" 36" 12" INCLUDE TOWNEMBLEM INCLUDE TOWNEMBLEM TEXT 12"C/9"C 9"C 12"C/9"C 9"C TEXT DIMENSIONS(INCHES) LETTER HEIGHT STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD MASSDOT MASSDOT MUTCD MUTCD MUTCD MUTCD MUTCD MUTCD MUTCD MUTCD MUTCD MUTCD MUTCD MUTCD MUTCD MUTCD MUTCD MUTCD VERTICAL SPACING 3" 3" 3" 3" REQUIRED NUMBER SIGNS OF 2 2 1 1 1 2 2 2 1 1 1 2 2 2 1 1 2 2 1 1 GROUND YELLOW/ YELLOW YELLOW YELLOW YELLOW ESCENT FLOUR- GREEN GREEN GREEN BLACK BACK- WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE H/I H/I & CIRCLE; SYMBOL SYMBOL SYMBOL SYMBOL LEGEND SILVER/ SILVER/ YELLOW LEGEND COLOR SHIELD ARROW LEGEND BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK WHITE WHITE BLACK RED H/I H/I & & SILVER/ SILVER/ BORDER BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK WHITE WHITE H/I H/I - - 35' MASTARM POST SIZE REQUIRED MAST ARM MAST ARM (2 REQ'D) w/M1-4(20) w/M1-4(20) (1 REQ'D) (2 REQ'D) (2 REQ'D) (1 REQ'D) (1 REQ'D) (2 REQ'D) (1 REQ'D) (1 REQ'D) (2 REQ'D) (2 REQ'D) (1 REQ'D) (1 REQ'D) MNT ON NUMBER w/W11-1 MNT ON MNT ON w/R3-17 MNT MNT MNT MNT AND P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 SQUARE AREA FEET UNIT 9.00 2.00 2.00 4.00 3.00 4.00 9.00 9.00 7.50 7.50 2.50 5.00 6.25 6.25 6.25 4.00 5.00 5.00 IN PAY UNDER PAY UNDER ITEM 874. ITEM 874. SQUARE AREA IN 15.00 10.00 12.50 FEET 9.00 2.00 2.00 8.00 6.00 8.00 9.00 9.00 7.50 5.00 6.25 6.25 8.00 5.00 5.00 NOTES: CATION IDENTIFI- NUMBER D8-6 D6-6 D8-5 D6-5 D8-4 D6-4 D8-3 D6-3 D8-2 D6-2 D8-1 D6-1 4. 3. 2. 1. SIGNING PLANSSHALLPREVAIL. MARKING ANDSIGNINGPLANS.WHEREDIFFERENCESOCCUR,THEPAVEMENTMARKINGS QUANTITIES OFSIGNSANDPOSTSSHOWNONTHISSHEETMAYDIFFERFROMTHEPAVEMENT ALL P5POSTSSHALLBETELESCOPICRECTANGULARTYPEPOSTS. ALL SIGNSNOTEDAS"(R&R)"SHALLBEMOUNTEDONNEWP5POSTSOROTHERWISEINDICATED. ENCAPSULATED LENSREFLECTIVESHEETING(SEESECTIONM9.30.0)TYPEIIIORIV. ALL WARNING,REGULATORYANDROUTEMARKERSSHALLBEFABRICATEDWITHHIGHINTENSITY WIDTH 48" 60" 48" 60" 60" 60" 60" 60" 60" 60" 60" 60" SIZE OFSIGN HEIGHT 42" 66" 42" 66" 36" 60" 36" 60" 36" 60" 36" 60" Landham Rd Landham Rd Landham Rd Landham Rd Framingham Framingham Framingham Framingham Worcester Worcester NEXT RIGHT NEXT RIGHT 20 20 20 20 20 20 NEXT LEFT NEXT LEFT 20 Waltham 20 Waltham Wayland Wayland Worcester Worcester Marlboro Marlboro Waltham Waltham Wayland Wayland TEXT W W W W E E E E EST EST AST AST AST AST EST EST 8"C (75%SPACING) 18"x18"/9"D/7"C/6"C 18"x18"/9"D/7"C/6"C 18"x18"/9"D/7"C/6"C 18"x18"/9"D/7"C/6"C 18"x18"/9"D/7"C/6"C 18"x18"/9"D/7"C/6"C 18"x18"/9"D/7"C/6"C 18"x18"/9"D/7"C/6"C 8"C (75%SPACING) 8"C (75%SPACING) 8"C (75%SPACING) 8"x18" ARROW TEXT DIMENSIONS(INCHES)
8"x18" 8"x18" 8"x18" ARROW 8"x18" 8"x18" 8"x18" ARROW 8"x18" ARROW LETTER ARROW ARROW ARROW ARROW HEIGHT 8"C 8"C 8"C 8"C 8"C 8"C 8"C 8"C 8"C 8"C 8"C 8"C 8"C 6"C 6"C 6"C 8"C 8"C 6"C 8"C 8"C 8"C VERTICAL SPACING 2.5" 4.5" 4.5" 2.5" 2.5" 4.5" 4.5" 2.5" 2" 2" 2" 2" 6" 4" 6" 4" 4" 2" 4" 2" 2" 6" 6" 6" 4" 4" 2" 4" 4" 2" 8" 8" 5" 5" 8" 8" 5" 5" 2" 4" 4" 2" 8" 8" 5" 5" 8" 8" 5" 5" REQUIRED NUMBER SIGNS OF 1 1 1 1 1 1 1 1 1 1 1 1 GROUND GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN BACK- H/I H/I H/I H/I H/I H/I H/I H/I H/I H/I H/I H/I COLOR SILVER/ SILVER/ SILVER/ SILVER/ SILVER/ SILVER/ SILVER/ SILVER/ SILVER/ SILVER/ SILVER/ SILVER/ LEGEND WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE H/I H/I H/I H/I H/I H/I H/I H/I H/I H/I H/I H/I BORDER WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE H/I H/I H/I H/I H/I H/I H/I H/I H/I H/I H/I H/I ROUTE 20(BOSTONPOSTROAD) STATE MA PAY UNDER PAY UNDER PAY UNDER PAY UNDER PAY UNDER PAY UNDER ITEM 841.1 ITEM 841.1 ITEM 841.1 ITEM 841.1 POST SIZE REQUIRED ITEM 841.1 ITEM 841.1 NUMBER TRAFFIC SIGNSUMMARY w/D6-5 w/D6-6 w/D6-4 w/D6-3 w/D6-2 w/D6-1 MNT MNT MNT MNT MNT MNT AND PROJECT FILENO. AT LANDHAMROAD FED. AIDPROJ.NO. SUDBURY - SQUARE AREA FEET 14.00 27.50 14.00 27.50 15.00 25.00 15.00 25.00 15.00 25.00 15.00 25.00 UNIT IN 607249 SHEET NO. 29 SQUARE AREA IN 14.00 27.50 14.00 27.50 15.00 25.00 15.00 25.00 15.00 25.00 15.00 25.00 FEET SHEETS TOTAL 51
607249_HD (TSPM).DWG Plotted on 11-Oct-2017 4:40 PM SCHEDULE 80ELECTRICALCONDUIT TYPE NM-PLASTIC(UL),WITHPULLROPE
10'-0" IN-SITU MATERIALOR GRAVEL BORROWTYPEC EXISTING 45° ONROADWAYWITH SPEEDLIMITSOF40MPHORLESS 30° ONROADWAYWITHSPEEDLIMITS OF45MPHANDGREATER OFFSET PER APWASTANDARDS METALLIC WARNINGTAPE 6" DETECTABLE TRAFFIC SIGNALCONDUITTRENCHDETAIL SAND BEDDING (IN SIDEWALKORLANDSCAPEAREA) 8'-0" ARROW &ONLYDETAIL GORE AREA DETAIL PROPOSED 32' MIN. 45° OR30° NOT TOSCALE NOT TOSCALE NOT TOSCALE MIN. 18" OR LOAMBORROW&SEED 4" CEM.CONC.WALK
8'-3" 18" CONDUIT CROSSINGROADWAYWITHCONTROLLEDDENSITYFILL TRAFFIC SIGNALCONDUIT DIRECT BURIALCABLE OVERHEAD WIRE(S) TRAFFIC SIGNALHEAD(12"LENSESORASNOTED) ZONE OFVISIBILITYFORPROGRAMMEDSIGNAL ZONE OFDETECTIONFORSPECIALDETECTORS CONTROLLER PHASEACTUATED TRAFFIC SIGN&POST SIGNAL &LIGHTINGMASTARM RADAR DETECTOR MAGNETOMETER HIGH MASTPOLEORTOWER WIRE LOOPDETECTOR(6'x6'ORASNOTED) PEDESTRIAN PUSHBUTTON,SIGN&SADDLE EMERGENCY PREEMPTIONDETECTOR PEDESTRIAN SIGNALHEAD(ALPHA-NUMERICDESIGNATIONNOTED) FLASHING BEACON(ALPHA-NUMERICDESIGNATIONNOTED) (ALPHA-NUMERIC DESIGNATIONNOTED) VEHICULAR SIGNALHEAD,OPTICALLYPROGRAMMED VEHICULAR SIGNALHEAD(ALPHA-NUMERICDESIGNATIONNOTED) SIGNAL POST&BASE(ALPHA-NUMERICDESIGNATIONNOTED) MAST ARM,SHAFT&BASE(ARMLENGTHASNOTED) PULL BOX(12"x12"ORASNOTED) FLASHING BEACONCONTROL&METERPEDESTAL CONTROL CABINETPOLEMOUNTED CONTROL CABINETGROUNDMOUNTED(WITH&WITHOUTCONC.PAD) TRAFFIC SIGNALLEGEND 6" 30" 20' MIN. 36"
(TYP.) 12" SYLORSWL
1'-0" SL SCHEDULE 80ELECTRICALCONDUIT TYPE NM-PLASTIC(UL),WITHPULLROPE EXCAVATABLE CONTROLLED (SEE SPECIALPROVISIONS) CONTROL DENSITYFILL CROSSING ROADWAY-OUTSIDEFULLDEPTHAREA PER APWASTANDARDS METALLIC WARNINGTAPE 6" DETECTABLE TRAFFIC SIGNALCONDUITTRENCHDETAIL NOT TOSCALE HMA SURFACE COURSE TYPICAL CROSSWALK MARKINGS
SL 18"
6" TRAFFIC SIGNALABBREVIATIONS GENERAL ABBREVIATIONS
30" NL L FDW DW W FRR FRL FY FR GR YR RR GV GL YL RL G Y R RET REM R &S R & R &D PROP BO MIN MAX CW X NOT TOSCALE 36" LINE (TYP.) 12" WHITE SL PAVEMENT EXISTING CW CW SL DON'T WALK/COUNTDOWNTIMER DETECTOR CONTROLLINGPHASE PERMISSIVE VEHICULARMOVEMENT VEHICLE MOVEMENT DETECTOR -NON-LOCK DETECTOR -LOCK FLASHING DON'TWALK-PORTLANDORANGE DON'T WALK-PORTLANDORANGE WALK -LUNARWHITE FLASHING REDRIGHTARROW FLASHING REDLEFTARROW FLASHING CIRCULARAMBER FLASHING CIRCULARRED STEADY GREENRIGHTARROW STEADY AMBERRIGHTARROW STEADY REDRIGHTARROW STEADY GREENVERTICALARROW STEADY GREENLEFTARROW STEADY AMBERLEFTARROW STEADY REDLEFTARROW STEADY CIRCULARGREEN STEADY CIRCULARAMBER STEADY CIRCULARRED RETAIN REMOVE REMOVE ANDSTACK REMOVE ANDRESET REMOVE ANDDISPOSE PROPOSED BY OTHERS MINIMUM MAXIMUM 2' PEDESTRIAN MOVEMENT
CW (TYP) 9'
SL 4' (MIN) PHASING DIAGRAMS ONLY SHOWNON SHARED LANE"SHARROW" MARKING DETAIL 112" NOT TOSCALE 1. 1. 15. 14. 13. 12. 11. 10. 1. 1. 3. 2. 2. NEMA DUALRINGPHASINGNOTES LOOP DETECTORNOTES 9. 8. 7. 6. 5. 3. 3. 2. 2. 4. TRAFFIC SIGNALNOTES GENERAL NOTES PHASES ASSOCIATEDBYADASHEDLINEMYOPERATECONCURRENTLY. PHASES ASSOCIATEDBYASOLIDLINESHALLNOTOPERATECONCURRENTLY. DELAY TIMESHALLBEEFFECTIVEONYDURINGTHEREDPORTIONOFPHASETHATISCALLEDBYADETECTOR. DELAY ANDEXTENSIONTIMESAREINSECONDS. SEE LOOPDETECTORDETAILSHEETFORSPLICEPATTERNANDOTHERINFORMATION. INTERVAL(S). IF THEASSIGNEDRIGHTOFWAYFORANYTRAFFICMOVEMENTISTOREMAININEFFECTDURINGNEXTCALLED IS SUBJECTTOTHEAPPROVALOFDESIGNENGINEERAND/ORMASSDOT. INFORMATION FURNISHEDTOTHEENGINEERFORRESOLUTIONOFCONFLICT. IF EXISTINGSIGNS(ASNOTEDONPLANS)AREMISSINGINTHEFIELD,THEYSHOULDBEREPLACEDBY DAYS AFTERAWARDOFTHECONTRACT. ROUTE OFAPPROACHINGPRIORITYVEHICLE. DEPARTMENT. THEOPTICALDETECTORUNITSSHALLHAVEANUNOBSTRUCTEDLINE-OF-SIGHTVIEWALONG PHASE, THESIGNALINDICATIONSFORTHATTRAFFICMOVEMENTSHALLNOTCHANGEDURING FLASHING OPERATIONPER2009M.U.T.C.D.,SECTION4D.28-4D.31. NOTE. PROJECTION OFTHECURBLINEANDSIGNALVISOR.WHENFEASIBLE,INSTALLATBACKSIDEWALKUNLESS POLE-MOUNTED SIGNALSSHALLBEMOUNTEDTOPROVIDEA2-FOOTMINIMUMCLEARANCEBETWEENVERTICAL UNDERGROUND UTILITYISFOUNDTOCONFLICTWITHTHEPROPOSEDWORK,LOCATION,ELEVATIONANDSIZE PROPOSED CONTROLLERSSHALLBEANEMATS2,KEYBOARDENTRY,MENU-DRIVENTYPEWHEREANEXISTING LIMITS TOTHEAPPROPRIATEOWNER'SMAINTENANCEDEPOTEXCEPTFORLOCATIONSNOTEDONPLANS. LINES. THECONTRACTORSHALLALSOBERESPONSIBLEFORCOORDINATINGWITHAFFECTEDUTILITY BRIDGES", 1988ED.ASAMENDED,ANDTHEFEDERALHIGHWAYADMINISTRATION'S"MANUALONUNIFORMTRAFFIC COMPANIES RELATIVETOTHESCOPEOFANYREQUIREDRELOCATIONS.THISSHALLBEPERFORMEDWITHINTEN CLEARANCE BETWEENALLPROPOSEDTRAFFICSIGNALPOLESANDEXISTINGRELOCATEDOVERHEADUTILITY CONFIRMATION BEACONAREPERCEIVEDBESTBUTNOTFINAL.ITSHALLBETHECONTRACTOR'SRESPONSIBILITY SPECIFICATIONS FORTHEBY-PASSMUSTBEAPPROVEDBYAPPROPRIATEUTILITYCOMPANY. CONTROL DEVICES",2009EDITIONASAMENDED. CONFORM TOTHEMASSACHUSETTSHIGHWAYDEPARTMENT'S"STANDARDSPECIFICATIONSFORHIGHWAYSAND CONSTRUCTION OFTHETRAFFICCONTROLSIGNALSYSTEMSSHOWNONFOLLOWINGDRAWINGSSHALL OTHERWISE NOTED.PROVIDESPECIALMOUNTINGHARDWAREASREQUIRE. OF THEUTILITYSHALLBEACCURATELYDETERMINEDWITHOUTDELAYBYCONTRACTOR,AND SEE CONSTRUCTIONANDTRAFFICPLANSFORADDITIONALDETAILS. CONTRACTOR THE CONTRACTORSHALLREMOVEANDDELIVERALLEXISTINGTRAFFICSIGNALEQUIPMENTWITHINPROJECT THE CONTRACTORSHALLBERESPONSIBLEFORDETERMININGANDVERIFYINGTHATTHEREISSUFFICIENT TO ENSUREOPTIMUMPLACEMENTINCOOPERATIONWITHTHELOCALMUNICIPALITY'SFIREFIGHTING WHERE CALLEDFORONTHEPLANS,PROPOSEDLOCATIONSOFOPTICOMDETECTORUNITSAND ALL NEWTRAFFICCONTROLLERCABINETSSHALLBEEQUIPPEDWITHALEVER-TYPEMETERBY-PASS. ALL MASTARMMOUNTEDSIGNALSSHALLBERIGIDLYMOUNTED. ALL PROPOSEDLENSESSHALLHAVETUNNELVISORS. ALL PROPOSEDWIRELOOPDETECTORSSHALLBECENTEREDWITHINRESPECTIVELANESUNLESSOTHERWISE ALL OVERHEADCONDUCTORSFORSIGNALHOUSINGSSHALLBESTRANDEDWIRE. ALL TRAFFICCONTROLSIGNALEQUIPMENTSHALLBELISTEDONTHECURRENTMASSDOT'S"APPROVEDLIST"AND ALL PROPOSEDPAVEMENTMARKINGSSHALLBETHERMOPLASTIC. ALL EXISTINGSIGNSWITHINTHEPROJECTLIMITSSHALLBERETAINEDUNLESSNOTEDOTHERWISE. Ø5 Ø1 40" 72" Ø6 Ø2 Ø7 Ø3
8'-0" Ø8 Ø4 5'-9" NOTE: ONLY=APPROX. 46 SQ.FT. ARROW &
1'-3" TRAFFIC LEGENDABBREVIATIONS ROUTE 20(BOSTONPOSTROAD) STATE MA
PROJECT FILENO. HELMETED BIKELANE
AT LANDHAMROAD R=4'-4" FED. AIDPROJ.NO. MARKING DETAIL 1'-8" SUDBURY & NOTES 3'-1" NOT TOSCALE 8'-3" - 72" 72" 72" 1'-11" 607249 SHEET NO. 30 2'-8" SHEETS TOTAL
3'-4" 51 6'-7"
607249_HD (TL).DWG Plotted on 11-Oct-2017 4:41 PM SUDBURY N ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:42 PM ROUTE 20 CONST. STA. 7+26.00 = SHEET TOTAL LANDHAM RD CONST. STA. 24+01.38 STATE FED. AID PROJ. NO. NO. SHEETS MA - 31 51
PROJECT FILE NO. 607249 11-Oct-2017
TRAFFIC SIGNAL PLAN
PROP. 10' SIGNAL POST Plotted on PROP. 35' MAST ARM w/BASE & FOUNDATION w/CORED PIER FDN. (STA. 7+47.19, 26.71' LT) (STA. 7+31.00, 27.50' LT) PROP. 3" PROP. ELECTRIC CONDUIT PROP. ZONE HANDHOLE SD2.022 BOSTON POST ROAD (TYP.) OF VIDEO (ROUTE 20) DETECTION PROP. 8' SIGNAL POST PROP. 12"X12" w/BASE & FOUNDATION PROPOSED SIGNALS MAJOR ITEMS REQUIRED
PULLBOX (TYP.) 607249_HD (TS).DWG (STA. 7+67.13, 26.42' LT) A,B C,D,E,F,M G,K H,J,L P1 - P6 QUANTITY DESCRIPTION PROP. 10' SIGNAL POST 1 ADVANCE TRAFFIC CONTROLLER (ATC) AND NEMA TS2 CABINET WITH w/BASE & FOUNDATION FOUNDATION AND CONC. PAD (STA. 6+72.55, 24.18' LT) ALL 12" LENS R R 1 SERVICE CONNECTION (OVERHEAD FROM RELOC. UTILITY POLE#18-28-121) R R 2 35' MAST ARM ASSEMBLY, BASE & FDN. 1 30' MAST ARM ASSEMBLY, BASE & FDN. PC +26.27 Y Y 2 8' SIGNAL POST, BASE & FDN. P6 D Y P1 Y Y 3 10' SIGNAL POST, BASE & FDN. K 8 FY G X X D3-1(2) 5 SIGNAL HEAD, 3 SECTION ALL 12" LENS ALL 12" LENS ALL 12" LENS G 6 H G G 5 SIGNAL HEAD, 4 SECTION C REC#1 G G 2 SIGNAL HEAD, 5 SECTION (DOGHOUSE) 7 6 PEDESTRIAN HOUSING GRAPHIC LED WITH COUNTDOWN TIMER 24 AUDIBLE & VIBRO-TACTILE PEDESTRIAN PUSH BUTTON (APS TYPE) R10-12A B 6 E NOTES: 1. ALL INDICATIONS SHALL BE "LED" TYPE LENS INTEGRATED R10-3e SIGN & SADDLE w/LED CONFIRMATION LIGHT PREEMPTION IN ACCORDANCE WITH THE SPECIAL PROVISIONS. 12 ROADWAY VEHICLE LOOP DETECTOR (QUADRUPOLE TYPE) CONFIRMATION REC#2 3 ROADWAY BICYCLE LOOP DETECTOR TYPE D-2 BOSTON POST ROAD STROBE F ALL OVERHEAD SIGNALS SHALL BE RIGIDLY MOUNTED. 2. 1 ONE (1) INFRARED CAMERA VIDEO DETECTION SYSTEM WITH PROCESSOR PT +78.85 PT P2 ALL SIGNAL HEADS SHALL BE EQUIPPED WITH CUT TUNNEL J D3-1(2) 7 DUAL CHANNEL LOOP DETECTOR AMPLIFIER INCL. 2 SPARES (2) D3-1(1) VISORS AND 5" LOUVERED BACKPLATES. (ROUTE 20) G 6 PULL BOX 12"x12" - SD2.031 (PAY SEPARATELY UNDER ITEM 811.31) MNT BTB 2 ELECTRIC HANDHOLE - SD2.022 (PAY SEPARATELY UNDER ITEM 811.22) 3. ALL VEHICLE SIGNAL HEAD BACKPLATES SHAL INCLUDE 2" P5 3 UNIDIRECTIONAL SINGLE CHANNEL OPTICAL DETECTOR (RECEIVER) PROP. 12"X12" A M L PROP. 30' MAST ARM RETRO-REFLECTIVE BORDER IN ACCORDANCE WITH THE PULLBOX (TYP.) w/CORED PIER FDN. SPECIAL PROVISIONS. 2 PREEMPTION 2-CHANNEL PHASE SELECTOR (STA. 7+72.18, 44.49' RT) 1 PREEMPTION CONFIRMATION STROBE (CLEAR) PROP. 3" P4 CONDUIT P3 4. ALL PEDESTRIAN DISPLAY SHALL BE "FULL" DISPLAYS. PLUS ALL MISCELLANEOUS EQUIPMENT AND MATERIAL NECESSARY TO PROVIDE A COMPLETE OPERATING TRAFFIC CONTROL SIGNAL. (TYP.) NO OUTLINE SYMBOL SHALL BE PERMITTED. PROP. 10' SIGNAL POST w/BASE & FOUNDATION PROP. TRAFFIC CONTROLLER (STA. 6+68.44, 42.22' RT) REC#3 w/CAB., FND & CONC. PAD PROP. ELECTRIC (STA. 7+66, 48' RT) HANDHOLE SD2.022 TRAFFIC CONTROLLER DATA
PC +20.08 PROP. 8' SIGNAL POST PARAMETER SELECTION w/BASE & FOUNDATION PROP. 3-3" PHASE ASSIGNMENTS STD. NEMA PROP. 35' MAST ARM (STA. 7+60.72, 51.50' RT) GENERAL NOTES: CONDUIT OVERLAPS STD. NEMA w/CORED PIER FDN. RINGS DUAL (STA. 6+77.46, 51.91' RT) 1. REMOVE & STACK EXIST. FLASHING BEACONS AND DUAL ENTRY ON (Ø2 & Ø6) EQUIPMENT COMPLETE. 23 PROP. 12"X12" PULL BOX (TYP.) SIMULTANEOUS GAP OUT DISABLED YES (Ø2 & Ø6) PROP. SERVICE (NOTE: SERVICE & FUTURE COMMUNICATION MINIMUM YELLOW IN SECONDS 3 CONNECTION TO U.P. 2. OPTICAL RECEIVERS MAY BE RELOCATED BY THE CONDUITS SHALL BY-PASS PULL BOX MAX II BY INTERNAL CLOCK YES SIGNAL CONTRACTOR FOR OPTIMUM LINE OF SIGHT PROP. 2-3" CONDUITS NIGHT TIME FLASH BY INTERNAL CLOCK NOT USED DETECTION. CHANGES SHALL BE VERIFIED BY THE (1 FOR SERVICE CONNECTION ENGINEER. 1 FOR FUTURE COMMUNICATION) PROP. 3-3" CONDUITS PREFERENTIAL PHASE SEQUENCE (1 FOR SIGNAL CABLES 3. SEE "TRAFFIC SIGN AND PAVEMENT MARKINGS" FOR ALL 1 FOR SERVICE CONNECTION Ø1 & Ø6 Ø2 & Ø6 Ø9 Ø3 Ø4 PROPOSED SIGNS. 1 FOR FUTURE COMMUNICATION) RING STRUCTURE
Barrier Barrier Ø6 Ø6 UPON PED. Ø1 PUSHBUTTON EMERGENCY ACTUATION Ring 1 a 1 2 3 4 return to a OL Ø2 VEHICLE PREEMPTION OL Ring 2 b 6 return to b WB EB NB PREEMPT#1 PREEMPT#2 PREEMPT#3 DETECTION CONTROLLING PHASE 9
REC#1 Ø1 Ø2 Ø3 Ø4 Ø6 Ø9 REC#3 FULLY-ACTUATED ISOLATED REC#2 LANDHAM ROAD Ø6 0 20 50 100 SEMI-ACTUATED COORDINATED UPON PED. PUSHBUTTON EMERGENCY VEHICLE PREEMPTION OPERATION ACTUATION SCALE: 1" = 20' PRE-TIMED WIRE TBCU OL 22 OL 1. EMERGENCY VEHICLE PREEMPTION SIGNAL SHALL BE OPTICALLY DETECTION DATA TRANSMITTED BY OPTICAL EMITTERS MOUNTED IN EMERGENCY VEHICLES SEQUENCE AND TIMING AND RECEIVED BY OPTICAL DETECTORS (RECEIVERS) LOCATED AT THE MODE DETECTOR NUMBER SPLICE NO. OF Ø Ø DELAY EXT. STREET DIRECTION HOUSINGS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 FLASH OPER. INTERSECTION. NO. AND SIZE PATTERN TURNS CALLED EXT. A=PULSE TIME TIME B=PRES. BOSTON POST ROAD (ROUTE 20) WB A,B GL YL RL RL RL RL RL RL RL RL RL RL FYL YL RL RL RL RL FYL QUAD. 2. PREEMPTION SIGNALS SHALL BE SERVICED ON A FIRST COME FIRST SERVED 1 2-6'x20' PARALLEL 1 1 & 6 B - - BOSTON POST ROAD (ROUTE 20) WB C,D R R R R R R R R R R R R G Y R R R R FY TYPE BASIS. IN CASE WHERE TWO OR MORE CALLS ARE COMING IN AT THE SAME BOSTON POST ROAD (ROUTE 20) EB E,F R R R G Y R R R R R R R R R R R R R FY QUAD. TIME, PREEMPTION SHALL BE PRIORITIZED WITH PREEMPT #1 (ROUTE 20 2 2-6'x20' PARALLEL 6 6 B - - BOSTON POST ROAD (ROUTE 20) EB G R R R G Y R R R R R/GR R/YR R R R R R R R FY TYPE WESTBOUND) FIRST, THEN FOLLOW BY PREEMPT #2 (ROUTE 20 EASTBOUND), LANDHAM ROAD NB H,J R R R R R R R R R G/GL Y R R R R R R R FR QUAD. THEN PREEMPT #3 (LANDHAM ROAD). 3 2-6'x20' PARALLEL 2 2 B - - LANDHAM ROAD NB K R/GR R/YR R R R R R R R G Y R R R R R R R FR TYPE DRIVEWAY SB L R R R R R R G/GL Y R R R R R R R R R R FR QUAD. 3. IN RESPONSE TO A PREEMPTION SIGNAL RECEIVED BY OPTICAL DETECTOR 4 2-6'x20' PARALLEL 2 2 B - - DRIVEWAY SB M R R R R R R G Y R R R R R R R R R R FR TYPE REC#1 (OR REC#2, REC#3), THE CONTROLLER SHALL HOLD OR ADVANCE TO QUAD. AND HOLD IN EMERGENCY VEHICLE PREEMPTION SIGNAL #1 (OR #2, #3) GREEN 5 2-6'x20' PARALLEL 4 4 B - - TYPE PEDESTRIAN ALL P1-P6 DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW W FDW DW OUT FOR A MINIMUM OF TEN (10) SECONDS OR UNTIL PREEMPTION SIGNAL CEASES. TIMING IN SECONDS QUAD. THE CONTROLLER SHALL THEN TIME THE RELEVANT CLEARANCE INTERVALS 6 2-6'x20' PARALLEL 4 1 & 4 B - - TYPE MINIMUM INITIAL 6 10 6 6 10 AND SERVICE THE SUBSEQUENT EMERGENCY VEHICLE PREEMPTION SIGNAL PASSAGE 2 2 2 2 2 IF NECESSARY. NORMAL SIGNAL OPERATION SHALL RESUME PROVIDED THAT 7 VIDEO DETECTION ZONE 3 3 B - - MAXIMUM 1 (MON-FRI: 6am-9am) 18 65 10 17 83 ALL PREEMPTION SIGNALS HAVE CEASED. MAXIMUM 2 ALL OTHER TIMES 20 35 10 20 55 B1 4'x6' BICYCLE TYPE D-2 6 6 B - - CHANGE 4.0 1.5 4.0 1.5 3.0 1.5 3.0 1.5 4.0 1.5 4. NORMAL VEHICLE CLEARANCES SHALL BE PROVIDED ON PHASES THAT ARE PEDESTRIAN 7 24 4
TO BE TERMINATED BY PREEMPTION DEMAND. B2 4'x6' BICYCLE TYPE D-2 2 2 B - - EMERGENCY RECALL OFF MIN. OFF OFF MIN. OFF MEMORY NON-LOCKING NON-LOCKING NON-LOCKING NON-LOCKING NON-LOCKING LOCKING 5. PREEMPTION STROBE SHALL BE ILLUMINATED ONLY WHEN THE PREEMPTION B3 4'x6' BICYCLE TYPE D-2 4 4 B - - PHASE IS ON GREEN. ROUTE 20(BOSTONPOSTROAD) STATE MA BICYCLE LOOPDETECTOR PROJECT FILENO. AT LANDHAMROAD FED. AIDPROJ.NO. SUDBURY DETAILS - 607249 SHEET NO. 32 SHEETS TOTAL 51
607249_MASSDOT_STD-SHEETS.DWG Plotted on 11-Oct-2017 4:43 PM SUDBURY TRAFFIC CONTROL NOTES ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:43 PM
CHANNELIZATION SHEET TOTAL GENERAL STATE FED. AID PROJ. NO. NO. SHEETS 1. ALL TEMPORARY TRAFFIC CONTROL AND WORK ZONE TRAFFIC CONTROL MEASURES SHALL 25. THE MAXIMUM SPACING BETWEEN CHANNELIZATION DEVICES (DRUMS OR CONES) SHALL BE MA CONFORM TO THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.), APPROXIMATELY EQUAL IN FEET TO THE POSTED SPEED LIMIT. THE MINIMUM SPACING - 33 51 SHALL BE 20' O.C. MASSDOT'S "STANDARD DETAILS AND DRAWINGS FOR THE DEVELOPMENT OF TRAFFIC PROJECT FILE NO. 607249 11-Oct-2017 MANAGEMENT PLANS", THE STANDARD SPECIFICATIONS, AND THE FOLLOWING NOTES. 26. REFLECTORIZED CONES SHALL BE 36" HIGH. REFLECTORIZED WORK AREA 2. THE TEMPORARY TRAFFIC CONTROL PLANS CONTAINED HEREIN ARE GIVEN AS A GUIDE FOR TEMPORARY TRAFFIC CONTROL PLANS SAWCUT
PLASTIC DRUM PAVEMENT 27. FLASHING OR STEADY BURN WARNING LIGHTS SHALL ALSO BE USED ON BARRICADES, TYPICAL WORK ZONE TRAFFIC CONTROL APPLICATIONS FOR THE TYPES OF WORK ANTICIPATED 2'± Plotted on JERSEY BARRIERS OR WHERE DIRECTED BY THE ENGINEER. IF USED THEY SHALL MEET 4:1 SLOPE OR FLATTER MUST BE MAINTAINED AFTER FOR THIS PROJECT. THEY ARE NOT INTENDED TO COVER ALL POSSIBLE CONSTRUCTION WORKING HOURS DURING SUBBASE AND BASE COURSE OPERATIONS WHICH THE CONTRACTOR MAY CHOOSE TO EMPLOY. WORK ZONE TRAFFIC CONTROL THE CRITERIA SET FORTH IN THE MANUAL FOR ASSESSING SAFETY HARDWARE INSTALLATION ALONG EDGE OF TRAVELED WAY, AND AN ("MASH"), IF THEY DO NOT MEET THESE CRITERIA, THEY MUST BE REMOVED FROM THE FOR OTHER CONSTRUCTION OPERATIONS OR OTHER TRAFFIC SITUATIONS IF APPLICABLE SHALL TRAVEL WAY 8:1 SLOPE OR FLATTER MUST BE MAINTAINED ON ALL BE IN ACCORDANCE WITH THE REFERENCES LISTED IN NOTE NO. 1 AND AS APPROVED OR PROJECT. ABUTTER ACCESS DRIVES EXISTING PAVEMENT DIRECTED BY THE ENGINEER. 28. PLASTIC DRUMS WITH SOME FORM OF LIGHTING DEVICE MOUNTED ON THEM MUST PASS 3. LANE RESTRICTIONS MAY NOT REMAIN OVERNIGHT OR DURING NON-WORKING HOURS UNLESS THE CRITERIA IN THE MANUAL FOR ASSESSING SAFETY HARDWARE ("MASH"), IF THEY DO UNDER TEMPORARY SIGNAL CONTROL. AFTER EACH WORKING DAY, TRAFFIC CONTROL DEVICES NOT MEET THESE CRITERIA, THEY MUST BE REMOVED FROM THE PROJECT. WEDGE OF COMPACTED GRAVEL THAT ARE NOT REQUIRED SHALL BE MOVED OFF THE ROADWAY OR FULL DEPTH CONSTRUCTION AREA OR OTHER SUITABLE MATERIAL AND PLACED SO AS NOT TO IMPEDE PEDESTRIAN AREAS, ABUTTER ACCESS OR CAUSE CONFUSION 29. SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY MUST PASS THE TO MOTORISTS. IN CERTAIN CIRCUMSTANCES, AND ONLY WITH THE APPROVAL OF MASSDOT AND THE CRITERIA SET FORTH IN THE MANUAL FOR ASSESSING SAFETY HARDWARE ("MASH"), IF AFTER WORK HOURS TREATMENT 607249_HD (TTCP).DWG ENGINEER, CAN LANE RESTRICTIONS REMAIN OVERNIGHT. THEY DO NOT MEET THESE CRITERIA, THEY MUST BE REMOVED FROM THE PROJECT. FOR LATERAL SLOPING 4. CONTRACTOR SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF THE 30. TEMPORARY IMPACT ATTENUATORS MUST MEET THE PERFORMANCE STANDARDS OF TEMPORARY RAMP START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OF ACCESS, SUCH MASH. W8-8 W8-8 ROUGH WORK AREA ROUGH AS EXISTING PAVEMENT EXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT OR ROAD ROAD OR AND SIMILAR OPERATIONS. W8-3 W8-3 350' VARIES VARIES 350' OR OR 5. PLACE ALL CONSTRUCTION SIGNING, TRAFFIC CONTROL DEVICES AND TEMPORARY DIRECTION PAVEMENT MARKINGS FOR EACH PHASE PRIOR TO COMMENCEMENT OF CONSTRUCTION. W8-1 OF TRAVEL W8-1 12 EXIST. PAVEMENT 6. ONE (1) THRU TRAVEL LANE HAVING A MINIMUM WIDTH OF 11'-0" SHALL BE PROVIDED FOR 1 OR FLATTER (TYP.) BOTH DIRECTIONS (LANE MAY BE SHARED AND DIRECTION OF TRAVEL TO ALTERNATE UNDER POLICE OFFICER CONTROL) DURING ALL PHASES OF CONSTRUCTION AS SHOWN ON THE HOT MIX ASPHALT WEDGE EXISTING SUBBASE TEMPORARY TRAFFIC CONTROL PLANS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. TRAFFIC MANAGEMENT LEGEND MINIMUM LANE WIDTH IS MEASURED FROM THE EDGE OF DRUMS OR TEMPORARY BARRIER. WORK AREA ADVANCE WARNING SIGNS 7. WHEN WORK INFRINGES UPON THE TRAVELED WAY, WORK SHALL BE RESTRICTED TO 1" = 500' OFF-PEAK HOURS ONLY (NORMALLY 9:00am TO 4:00pm, MONDAY TO FRIDAY). THE DIRECTION OF TRAVEL CONTRACTOR SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF ROAD OLD LANCASTER CLOSURE. REFLECTORIZED DRUM (OR CONE) 8. TAPER LENGTH FORMULAE FOR CHANNELIZATION DEVICES: P/ POLICE OFFICER OR FLAGGER CONTROL N
ENGLISH UNITS: GOODMAN'S L = WxS FOR SPEED EQUAL TO OR GREATER THAN 45 M.P.H. KATO SUMMIT
PORTABLE TYPE III BARRICADE (4' WIDE, MIN.) HILL RD PILGRIMS L = WS 2/60 FOR SPEED EQUAL TO OR LESS THAN 40 M.P.H. PATH WHERE: L = MIN. LENGTH OF TAPER, S = POSTED SPEED, W = OFFSET WIDTH.
9. ADVISORY SPEED LIMIT, IF USED, SHALL BE SET IN THE FIELD BY THE ENGINEER. RD S U D B U R Y W13-1 PLATES SHALL BE USED WHERE APPROPRIATE. POKONOKET CLARK LN RIVER RD 10. DISTANCES SHOWN ON THE TEMPORARY TRAFFIC CONTROL PLANS ARE A GUIDE ONLY, AND MAY BE ADJUSTED IN THE FIELD BY THE ENGINEER. W20-1 GRADE DIFFERENCES KATO DR (AHEAD) 11. WHERE THERE IS A LONGITUDINAL DIFFERENCE IN ELEVATION BETWEEN EXISTING PAVEMENT WALKER AVE AND ADJACENT TRAVEL SURFACE (UNDER REPAIR OR RECONSTRUCTION), THE CONTRACTOR FARM RD SHALL PATCH A TEMPORARY HMA WEDGE WITH A 12:1 (OR FLATTER) SLOPE FOR SMOOTH R2-10a TRANSITION. SEE DETAIL, THIS SHEET. WINSOR ROAD INDIAN RIDGE RD HILLSIDE 12. CROSS-SECTIONAL GRADE DIFFERENCES IN EXCESS OF 2" DURING NON-WORKING HOURS PL WILL REQUIRE DELINEATION BY USE OF REFLECTORIZED DRUMS. AFTER WORK HOURS TREATMENT W8-1 W8-15 13. CROSS-SECTIONAL GRADE DIFFERENCES IN EXCESS OF 4" DURING NON-WORKING HOURS FOR AREAS RECEIVING OVERLAY 200' GOODMAN'S W20-1 SHALL BE PROTECTED BY BACKFILLING WITH A WEDGE OF EARTHWORK TO BE COMPACTED ALLEN W20-1 HILL RD (1500) AT 4:1 SLOPE AND WILL ALSO REQUIRE DELINEATION BY USE OF DRUMS. MASSASOIT AVE GROOVED PVMT. PL (AHEAD) 14. A MINIMUM SLOPE OF 4:1 MUST BE MAINTAINED AFTER WORKING HOURS DURING SUBBASE AND BASE COURSE INSTALLATION ALONG EDGE OF THE TRAVELWAY (SEE DETAIL, THIS OVERLAY BRADLEY SHEET). A MAXIMUM SLOPE OF 8:1 MUST BE MAINTAINED ON ALL ABUTTER ACCESS DRIVES PL OLD COUNTY RD AND A MAXIMUM SLOPE OF 12:1 MUST BE MAINTAINED ON ALL SIDEWALKS. SECTIONS DR CONSTRUCTION SIGNING SOUTH MINUTEMAN 15. ALL CONSTRUCTION SIGNING ON EACH APPROACH TO THE PROJECT SHALL BE FLOURESCENT 20 BOSTON POST RD
ORANGE, HIGH PERFORMANCE (OR HIGH INTENSITY) SHEETING. SQUARE OFF KING PHILIP GREEN HILL RD 200' ROADWAY BY SUDBURY 16. ALL CONSTRUCTION SIGNS SHALL BE BLACK LEGEND ON A REFLECTORIZED ORANGE END OF WORK DAY BACKGROUND UNLESS OTHERWISE NOTED. RD W8-15 W8-1 SINGLETARYLN BOSTON POST RD 17. CONSTRUCTION SIGNING SHOWN ON THE ADVANCE SIGNING PLAN SHALL REMAIN IN PLACE BOSTON POST RD FOR THE ENTIRE PROJECT DURATION, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 20 18. STANDARD ORANGE OR FLUORESCENT RED-ORANGE FLAGS (16"x16" MIN.) MAY BE ATTACHED TWO (2) EACH ON ALL ADVANCE WARNING SIGNS. FLAGS SHALL NOT INTERFERE WITH A CLEAR VIEW OF THE SIGN FACE. W20-1 R2-10e W A Y L A N D 19. EXISTING GUIDE SIGNS SHALL BE TEMPORARILY RESET AS DIRECTED BY THE ENGINEER. (1500) R2-10a 20. ALL SIGNS, INCLUDING EXISTING, THAT ARE NOT REPRESENTATIVE OF ACTUAL WORK R2-10e CONDITIONS SHALL BE EITHER COVERED OR REMOVED WHEN NOT APPLICABLE.
21. IF USED, ALL W20-4 AND W20-5 SIGNS SHALL BE TAKEN DOWN OR COVERED AT THE CLOSE OF EACH DAY UNLESS LANE RESTRICTIONS ARE PERMITTED TO REMAIN OVERNIGHT IN ACCORDANCE WITH NOTE NO. 3 ABOVE. 22. USE W20-7a AND W20-7b SIGNS ONLY WHILE POLICE OR FLAGGERS ARE DIRECTING TRAFFIC. LANDHAM RD THEY SHALL BE TAKEN DOWN OR COVERED AT THE CLOSE OF EACH DAY OR WHEN NOT IN USE. Wash Brook
PAVEMENT MARKINGS Wash Brook COOLIDGE LN 23. PAVEMENT MARKINGS WHICH ARE NO LONGER APPLICABLE SHALL BE REMOVED. APPLY TEMPORARY MARKINGS WHERE SHOWN ON THE TEMPORARY TRAFFIC CONTROL PLANS.
24. ON PROJECTS WHERE PAVEMENT OVERLAY IS NOT DESIGNATED, EXISTING PAVEMENT MARKINGS WHICH ARE IN CONFLICT WITH TEMPORARY TRAFFIC CONTROLS SHOULD BE STAGECOACH R2-10a COVERED TEMPORARILY WITH BLACKOUT TAPE, AS DIRECTED BY THE ENGINEER, FOR DR HAWTHORNE THE FULL DURATION OF THE PHASE IN PROGRESS. TEMPORARY PAINTED OR REMOVABLE TAPE MARKINGS SHALL BE USED AS NECESSARY FOR ALL PHASES OF CONSTRUCTION.
W20-1 DR BROOKSIDE (1500) ALL TEMPORARY TRAFFIC CONTROL AND WORK ZONE TRAFFIC CONTROL FARM LN MEASURES SHALL CONFORM TO MASSDOT'S "2014 STANDARD DETAILS AND DRAWINGS FOR THE DEVELOPMENT OF TEMPORARY TRAFFIC CONTROL LANDHAM RD GRISCOM RD PLANS" INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING DETAILS: HEARD
· FIGURES GEN-1 THRU GEN-6 POND · FIGURED PED-1 THRU PED-7 ST · FIGURE INT-2 PELHAM ISLAND RD BECKWITH · FIGURES TLR-1 THRU TLR-3 GUZZLEBROOK DR CATION IDENTIFI- R9-11aR (AHEAD) R9-11aL NUMBER W13-1P W20-7a W16-7p R2-10e R2-10a W1-4R (1500') W20-4 W20-1 W20-1 W11-2 W8-15 W1-4L W8-8 W8-3 W8-1 W5-1 R9-9 R4-7 WIDTH 36" 36" 36" 36" 24" 24" 30" 30" 30" 30" 30" 36" 30" 30" 48" 24" 24" 24" 24" 36" SIZE OFSIGN HEIGHT 36" 36" 36" 36" 12" 24" 30" 30" 30" 30" 30" 36" 30" 30" 36" 12" 12" 12" 30" 48" WORK ZONE SPEEDING DOUBLED NARROWS FINES END END ROAD
ONE LANE FINES PAVEMENT XX M.P.H DOUBLE AHEAD PAVEMENT ROUGH BUMP GROOVED AHEAD TEXT ROAD WORK WORK WORK ROAD ROAD ROAD ENDS ROAD 1500' TEXT DIMENSIONS(INCHES) LETTER HEIGHT STANDARD MASSDOT STANDARD MUTCD VERTICAL
SPACING
REQUIRED
NUMBER SIGNS OF 1 1 2 3 3 3 3 3 4 4 2 4 3 3 3 3 3 2 2 3 GROUND ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE YELLOW YELLOW BACK- WHITE WHITE WHITE WHITE WHITE WHITE COLOR LEGEND BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BORDER BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK CONSTRUCTION SIGNSUMMARY SQUARE 12.00 AREA FEET 12.00 4.00 UNIT 9.00 6.25 6.25 9.00 9.00 9.00 9.00 2.00 6.25 6.25 6.25 6.25 6.25 2.00 2.00 2.00 5.00 IN SQUARE AREA IN 27.00 27.00 27.00 36.00 25.00 18.75 18.75 18.75 18.75 15.00 36.00 36.00 FEET 27.00 12.50 12.50 8.00 2.00 2.00 4.00 8.00 CATION IDENTIFI- NUMBER W30-8R W21-5a W20-7b WIDTH 36" 36" 36" SIZE OFSIGN HEIGHT 36" 36" 36" SHOULDER OFFICER CLOSED POLICE AHEAD RIGHT TEXT TEXT DIMENSIONS(INCHES) LETTER HEIGHT 1. NOTES: 5. 3. 2. 4. IF THEWORKZONEDOESNOTPERMITPEDESTRIANSTOTRAVELADJACENT TOIT DETAILS ANDDURINGCONSTRUCTION STAGING,ASDIRECTEDBYTHEENGINEER. BY PASSISTOBEUSEDINCONJUNCTION WITHTHEPROPOSEDLANECLOSURE OPPOSITE SIDEOFTHESTREETASSHOWN INPEDESTRIANBY-PASSTYPEII,AND STREET LIGHTINGSHOULDBECONSIDEREDWHENLOCATINGCONTROLDEVICES. SHOULD BEHANDLEDASSHOWNELSEWHERE. CONTROLS ONLYFORPEDESTRIANTRAFFICARESHOWN.VEHICULAR AS DIRECTEDBYTHEENGINEER. APPROPRIATE SIGNSSHOULDBEINSTALLEDTOCROSSPEDESTRIANS THE AS SHOWNINPEDESTRIANBY-PASSTYPEI,TEMPORARYCROSSWALKSWITH ADDITIONAL ADVANCEWARNINGMAYBENECESSARY. STANDARD MUTCD VERTICAL
SPACING
REQUIRED
NUMBER SIGNS PEDESTRIAN BYPASS OF 2 1 3 FIGURE PED-7 GROUND ORANGE ORANGE ORANGE TYPE II BACK- NOT TOSCALE TYPE I COLOR LEGEND BLACK BLACK BLACK BORDER BLACK BLACK BLACK SQUARE AREA FEET UNIT 9.00 9.00 9.00 IN SQUARE AREA IN 18.00 27.00 FEET 9.00 TOTAL TEMPORARY TRAFFICCONTROLPLANS ROUTE 20(BOSTONPOSTROAD) STATE MA 434.00 PROJECT FILENO. AT LANDHAMROAD FED. AIDPROJ.NO. SUDBURY - 607249 SHEET NO. 34 SHEETS TOTAL 51
607249_HD (TTCP).DWG Plotted on 11-Oct-2017 4:43 PM SHOULDER CLOSED 100 FT (30m) TWO LANEROAD FIGURE TLR-1 NOT TOSCALE ONE QUADRANTCLOSURE SINGLE LANEAPPROACH (WITH POLICEDETAIL) WORK ZONE FIGURE INT-2 NOT TOSCALE SINGLE LANEAPPROACH CENTER CLOSURE FIGURE INT-1 (30m) BUFFER NOT TOSCALE 100 FT L/3 SHOULDER W21-5a CLOSED RIGHT A NARROWS B W5-1 ROAD NARROWS SHOULDER ANDTRAVELLANECLOSED NARROWS W5-1 ROAD B W5-1 ROAD CENTER OFROADCLOSURE B ONE LANEALTERNATINGTRAFFIC ONE LANE W13-1p TWO LANEROAD W20-4 W1-4R 100 FT(30m)MAX ROAD M.P.H. XX XXX FIGURE TLR-3 SQUEEZE W30-8R DOWNSTREAM A TWO LANEROAD RIGHT WITH POLICEDETAIL NOT TOSCALE FIGURE TLR-2 A B TWO LANEROAD NOT TOSCALE FIGURE TLR-5 TAPER NOT TOSCALE L/2 (0.8S) 4S BUFFER W20-7b OFFICER POLICE AHEAD A L/2 W1-4R R4-7 P/F OR WORK ZONE BUFFER (30m) MAX. W20-7a 100FT (15m) 50 FT BUFFER WORK ZONE W1-4L WORK ZONE L/2 L/3 W1-4L 100-150FT (30-45m) BUFFER A BUFFER R4-7 W20-7a (30m) MAX. 100FT NARROWS L/2 W5-1 ROAD B OR P/F (0.8S) 4S W20-7b OFFICER POLICE AHEAD A W30-8R SQUEEZE RIGHT A ONE LANE W13-1p W20-4 B ROAD M.P.H. XX XXX NARROWS W5-1 ROAD B TEMPORARY TRAFFICCONTROLPLANS ROUTE 20(BOSTONPOSTROAD) STATE MA PROJECT FILENO. AT LANDHAMROAD FED. AIDPROJ.NO. SUDBURY - 607249 SHEET NO. 35 SHEETS TOTAL 51
607249_HD (TTCP).DWG Plotted on 11-Oct-2017 4:43 PM SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:44 PM
SHEET TOTAL STATE FED. AID PROJ. NO. EXIST. OR MILLED PROP. SUPERPAVE SURFACE COURSE NO. SHEETS ROADWAY SURFACE (SSC-12.5) (ITEM 455.23) EXIST. ROADWAY MA - 36 51 SURFACE PROP. 3" HOT MIX ASPHALT
(ITEM 472.) PROJECT FILE NO. 607249 11-Oct-2017
CONSTRUCTION DETAILS
PROP. SUPERPAVE INTERMEDIATE Plotted on COURSE (SIC-19.0) (ITEM 451.) PROP. 12" GRAVEL BORROW PROP. HMA SURFACE COURSE 1' MIN. 1' MIN. PROP. SUPERPAVE BASE COURSE 5' MIN. (SBC-37.5) (ITEM 451.) EXIST. HMA INTERMEDIATE COURSE COVER BACKFILL WITH SUITABLE MATERIAL PROP. 4 IN. DENSE GRADED (THOROUGHLY COMPACTED IN 6" LIFTS) CRUSHED STONE VARIES PROP. DRAINAGE PIPE PROP. 8 IN. GRAVEL VARIES BORROW D 607249_HD (CD).DWG SUITABLE MATERIAL (THOROUGHLY D COMPACTED IN 6" LIFTS)
LIMITS OF EXCAVATION SAWCUT 6" PROP. DRAINAGE PIPE D + 3.0 FT. LIMITS OF EXCAVATION D + 3.0 FT. 1' 6" 1. PLACE TACK COAT BETWEEN ALL HMA COURSES AND SAWCUT SURFACES PRIOR TO PLACING HMA. TEMPORARY PATCH (TYP.) MIN. SEE PAVEMENT NOTES-FULL DEPTH HMA (IN AREAS OF FULL DEPTH PAVEMENT RECONSTRUCTION) CONSTRUCTION FOR DEPTH OF HMA. PERMANENT PATCH 2. IF UNSUITABLE MATERIAL IS ENCOUNTERED AS (IN AREAS OF MILLING AND PAVEMENT OVERLAY) DETERMINED BY THE ENGINEER, ADDITIONAL 8" MIN. BEDDING SHALL BE PAID FOR UNDER ITEMS 151.2 AND 156.
DRAINAGE TRENCH DETAIL NOT TO SCALE VERTICAL GRANITE CURB NOT TO SCALE
HMA OR GRANITE CURB
6'-0" TRANSITION CL WATER MAIN GRANITE CURB VARIES HYDRANT TO BE ADJUSTED TO GRADE AS REQUIRED, ROTATE AS NECESSARY CLOSE GATE VALVE VARIES - MIN. 1.5' FINISHED GRADE
6" FINISHED GRADE 1.5'
GRANITE CURB EDGE OF PAVEMENT UNDISTURBED EARTH
ADJUSTABLE VALVE BOX PROP. 6" DIP CEMENT LINED 3000 PSI, 1.5", 470 CONC BACKING 6" GATE VALVE AGAINST UNDISTURBED MATERIAL CURB TRANSITION DETAIL 5'-6" MIN. COVER PROVIDE 7.00 CUBIC FEET NOT TO SCALE (3/4" TO 1.5" WASHED STONE) TO BE USED FOR TRANSITION FROM HMA CURB TO SUBDRAIN AT LEAST 6" OR GRANITE CURB TO EDGE OF PAVEMENT ABOVE DRAIN HOLES 2 TIE RODS FOR 8"X8"X6" TEE MECHANICL JOINT FITTING (TYP) RESTRAINED MECH. JT. RESTRAINT ANCHORING TEE (1 EACH SIDE, TYP) GRAVEL BEDDING CUT EX PIPE FOR HYD REMOVAL RECONNECT EX HYD WITH 6" COUPLING NOTES:
DISTANCE VARIES PROPOSED FULL PROVIDE 3.5 CUBIC FEET OF SCREENED GRAVEL 1. ALL WATER GATES & HYDRANTS TO OPEN LEFT DEPTH PAVEMENT OR GRAVEL BACKFILL TO AT LEAST 6" ABOVE DRAIN HOLES 2. ALL MECHANICAL RESTRAINT DEVICES, STONE, GRAVEL, ETC. NECESSARY TO INSTALL OR REMOVE AND RESET HYDRANTS ARE HYDRANT INSTALLATION INCIDENTAL TO ITEMS 376., 376.1 AND 376.2. HYDRANT REMOVED AND RESET NOT TO SCALE
PAVEMENT TRANSITION DETAIL N.T.S. SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:44 PM
TUBES MAY BE SHEET TOTAL PLACED ON THE STATE FED. AID PROJ. NO. TUBES CAN BE NO. SHEETS UPHILL SIDE OF PLACED DIRECTLY MA - 37 51 WELL- ANCHORED, ON EXISTING PROJECT FILE NO. 607249 11-Oct-2017 COMPOST FILTER TUBE STATIONARY PAVEMENT WHEN EXISTING MINIMUM 12 INCHES IN DIAMETER WITH AN EFFECTIVE FEATURES SUCH AS NECESSARY. TREE CONSTRUCTION DETAILS HEIGHT OF 9.5 INCHES. EXISTING TREES IN LIEU OF STAKING. Plotted on TUBES FOR COMPOST FILTERS SHALL BE JUTE MESH OR APPROVED PHOTO-BIODEGRADABLE MATERIAL, HOWEVER DIRECTION OF FLOW PHOTO-BIODEGRADABE FABRIC SHALL BE REMOVED AT END OF CONTRACT. EXISTING HEADWALL OR OTHER OBSTACLE TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT WITH SOIL SURFACE. IT IS NOT NECESSARY TO TRENCH TUBES STREAM GENERAL NOTES: 607249_HD (CD).DWG INTO EXISTING GRADE. 1. PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES FOR SLOPES UP TO 50 FEET IN LENGTH WITH A SLOPE RATIO OF 3H:1V OR STEEPER. LONGER
DIRECTION OF FLOW COMPOST TUBES SHALL BE STAKED OR LEANED AGAINST SLOPES OF 3H:1V MAY REQUIRE AREA OF AREA SUPPORTS (TREES, CINDER BLOCKS) ON SLOPES 2:1 OR LARGER TUBE DIAMETER OR GREATER. DISTURBANCE ADDITIONAL COURSING OF FILTER PROTECTED AREA PROTECTED TUBES TO CREATE A FILTER BERM. WHERE NECESSARY, STAKING SHALL BE MIN. 1 INCH X 1 INCH 3.0 FT. MIN. REFER TO MANUFACTURER'S X 3 FEET UNTREATED HARDWOOD STAKES, UP TO 5 FT. APART RECOMMENDATIONS FOR SITUATIONS OR AS REQUIRED TO SECURE TUBES IN PLACE. WITH LONGER OR STEEPER SLOPES. TUBES MAY BE 2. INSTALL TUBES ALONG CONTOURS AND SLEEVED (ONE PERPENDICULAR TO SHEET OR DIRECTION OF FLOW INSERTED INTO CONCENTRATED FLOW. UNDISTURBED SOIL & VEGETATION. ANOTHER) OR PROVIDE 3. TUBE LOCATION MAY BE SHIFTED TO TUBES SHALL BE PLACED AS CLOSE TO LIMITS OF SOIL A 3 FT. MINIMUM ADJUST TO LANDSCAPE FEATURES, BUT DISTURBANCE AS POSSIBLE. OVERLAP AT ENDS OF SHALL PROTECT UNDISTURBED AREA TUBES TO JOIN IN A AND VEGETATION TO MAXIMUM EXTENT CONTINUOUS BARRIER. POSSIBLE. CURVE ENDS UPHILL 4. DO NOT INSTALL IN PERENNIAL, TO PREVENT UNTREATED HARDWOOD STAKE EPHEMERAL OR INTERMITTENT DIVERSION OF FOR SLOPES 2:1 OR GREATER STREAMS. UNFILTERED LIMIT OF WORK (TYP.) 5. ADDITIONAL TUBES SHALL BE USED AT RUN-OFF. THE DIRECTION OF THE ENGINEER. PLAN VIEW 6. ADDITIONAL STAKING SHALL BE USED AT THE DIRECTION OF THE ENGINEER. SINGLE COMPOST FILTER TUBE DETAIL NOT TO SCALE
WOODEN OR METAL LIMIT OF FENCING POSTS (MAX. 8' SPACING) (MULTIPLE EXISTING TREE (S) TREES)
2x4 DIM. LUMBER ATTACHED W/METAL STRAPPING (OPT) AT 2 LOCATIONS (MIN.). EXISTING PRUNE PER ISA STANDARDS. CLADDING SHALL BE 8' HIGH TREE REMOVE DEAD & DAMAGED WITH 6" SPACING OF BRANCHES. TIE BRANCHES UP TO BOARDS. WRAP BARK AVOID DAMAGE FROM W/BURLAP PRIOR TO CONSTRUCTION EQUIPMENT. ARMORING.
LIMIT OF CANOPY WOODEN OR METAL POSTS (TYPICAL) (VARIES) EXISTING
INSTALL FENCING AT EDGE OF DRIPLINE (VARIES) TREE
OR AS FAR FROM TRUNK AS POSSIBLE. LIMIT OF DRIPLINE MIN. DISTANCE IS 6' FROM TRUNK. MAY BE PLASTIC SNOW FENCE OR CHAIN LINK, MIN. 4' HIGH. LIMIT OF CONSTRUCTION IMPACT
ZONE OF CONSTRUCTION IMPACT (CUT/FILL) EXISTING (REFER TO PLANS) GRADE AREA OF UNDISTURBED ROOT LIMIT OF FENCING ZONE (MULTIPLE TREES) LIMIT OF FENCE (INDIVIDUAL TREE) PRUNE DAMAGED OR EXPOSED ROOTS DAMAGED WITH A SHARP LIMIT OF FENCING SAW. (INDIVIDUAL TREE) NO STORAGE OF EQUIPMENT OR PLAN VIEW STOCKPILING OF MATERIALS WITHIN DRIPLINE TREE PROTECTION - EXISTING TREES NOT TO SCALE SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:44 PM
SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 38 51
PROJECT FILE NO. 607249 11-Oct-2017
WHEELCHAIR RAMP & DRIVEWAY
DETAILS Plotted on 607249_HD (WCR).DWG
RAMP REFERENCE POINT WIDTH OF ROADWAY TRANSITION LENGTH WIDTH OF WCR # RAMP GUTTER SIDEWALK BASELINE STATION OFFSET MIN. 5'-0" SLOPE LEFT SIDE RIGHT SIDE
5 ROUTE 20 6+69 21.1 LT 5'-6" 5'-0" 0.50% 6'-6" 7'-8" RAMP REFERENCE POINT LENGTH OF WIDTH OF WIDTH OF DEPTH OF ROADWAY TRANSITION LENGTH DWY # PRIMARY SIDEWALK DRIVEWAY TRAVEL PATH GUTTER 6 ROUTE 20 6+68 37.2 RT 6'-0" 5'-0" 2.00% 6'-6" 6'-6" RAMP (W1) (W) (L) MIN. 3'-0" SLOPE BASELINE STATION OFFSET LEFT SIDE RIGHT SIDE
7 ROUTE 20 6+83 50.8 RT 6'-0" 5'-0" 2.00% 6'-6" 6'-6" 1 ROUTE 20 3+73 15.9 LT 2'-0" 5'-6" 14'-0" 3'-6" 2.70% 6'-6" 11'-0"
8 ROUTE 20 7+69 22.6 LT 5'-6" 5'-0" 0.50% 6'-6" 7'-8" 2 ROUTE 20 4+15 27.0 RT 2'-6" 6'-0" 48'-0" 3'-6" 2.30% 11'-0" 6'-6" 3 ROUTE 20 4+87 27.0 RT 2'-0" 6'-0" 40'-0" 4'-0" 1.40% 9'-0" 6'-6" 9 ROUTE 20 7+56 50.4 RT 6'-0" 5'-0" 1.40% 3'-3"* - * 3" REVEAL 4 ROUTE 20 5+25 16.0 LT 2'-0" 5'-6" 19'-6" 3'-6" 1.00% 6'-6" 7'-8" 10 ROUTE 20 7+72 38.7 RT 6'-0" 5'-0" 1.40% 6'-6" 4'-6"* * 3" REVEAL 5 ROUTE 20 6+24 28.0 RT 2'-0" 6'-0" 30'-0" 4'-0" 0.50% 7'-8" 6'-6" WHEELCHAIR RAMP ON NARROW SIDEWALK WITH DETECTABLE WARNING PANEL 6 ROUTE 20 7+12 19.8 LT 2'-0" 5'-6" 18'-0" 3'-6" 0.50% 6'-6" 7'-8" 7 LANDHAM ROAD 22+65 21.0 LT 2'-0" 6'-0" 30'-0" 4'-0" -3.00% 11'-0" 6'-6" SIDEWALK THROUGH DRIVEWAYS WITHOUT CURB RETURNS
ROADWAY RAMP REFERENCE POINT WIDTH OF WIDTH OF TRANSITION WCR # GUTTER SIDEWALK OPENING LENGTH SLOPE BASELINE STATION OFFSET 1 ROUTE 20 0+91 16.1 RT 5'-10" 3'-0" 2.00% 6'-6" 2 ROUTE 20 1+18 22.0 LT 4'-8" 4'-4" 2.00% 6'-6" 3 ROUTE 20 1+67 21.2 LT 7'-0" 3'-0" 2.40% 11'-0" 4 ROUTE 20 1+69 16.9 RT 6'-0" 3'-0" 2.40% 11'-0" 11 ROUTE 20 11+14 20.3 LT 5'-0" 5'-0" 1.70% 9'-0" WHEELCHAIR RAMP FOR ONE CONTINUOUS DIRECTION OF PEDESTRIAN TRAVEL SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:45 PM
HOR. SCALE IN FEET SHEET TOTAL STATE FED. AID PROJ. NO. 4 0 4 8 NO. SHEETS MA - 39 51 4 0 4 8 VER. SCALE IN FEET PROJECT FILE NO. 607249 11-Oct-2017
CROSS SECTIONS
ROUTE 20 (BOSTON POST ROAD) Plotted on 607249_HD (XS).DWG
1+30 152 152
CUT = 0.00 s.f.
FILL = 0.00 s.f. 148 148
3.94%
1.44%
-1.80% 144 144 144.69 144.6 140 140 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
EXIST. 1+00 EXIST. ROW ROW 152 152
CUT = 12.87 s.f.
FILL = 0.00 s.f. 148 148
4.54% 143.89
-1.03% 144 -1.04% 144
140 140 144.05 144.0 136 136 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
EXIST. 0+85 EXIST. ROW ROW 152 152
CUT = 7.90 s.f.
FILL = 0.00 s.f. 148 148
3.42%
144 143.51 144 -1.78%
140 140 143.74 143.7 136 136 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:45 PM
HOR. SCALE IN FEET SHEET TOTAL STATE FED. AID PROJ. NO. 4 0 4 8 NO. SHEETS MA - 40 51 4 0 4 8 VER. SCALE IN FEET PROJECT FILE NO. 607249 11-Oct-2017
CROSS SECTIONS
ROUTE 20 (BOSTON POST ROAD) Plotted on 607249_HD (XS).DWG EXIST. EXIST. PERM. 2+50 ROW ROW EASE. 160 160 TEMP. 16" TREE TEMP. EASE. +96 EASE. CUT = 17.55 s.f. 20' LR FILL = 0.00 s.f. 156 156
152 152 147.67 148 147.62 148
144 144 147.95 147.8 140 140 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
16" TREE +19 28' LR
TEMP. EXIST. 2+00 EXIST. 10" TREE EASE. ROW ROW +18 156 43' RL 156
CUT = 15.14 s.f.
FILL = 0.00 s.f. 152 152
148 148 146.22 146.19
144 144 146.49 146.4 140 140 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
10" TREE +79 14" TREE 31' LR +87 27' LR ULT 18-32 EXIST. +93 EXIST. R 1+50 ROW 18' L ROW 152 UPL 1 152 +66 24' LR CUT = 3.43 s.f.
FILL = 0.00 s.f. 148 148
-0.53%
0.49%
1.07%
-1.19%
144 144 145.17 145.1 140 140 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:45 PM
SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 41 51
PROJECT FILE NO. 607249 11-Oct-2017
CROSS SECTIONS
ROUTE 20 (BOSTON POST ROAD) Plotted on
CUT = 38.45 s.f. 607249_HD (XS).DWG
3+70 FILL = 0.00 s.f. 156 156
152 -1.00% 152 151.10
148 148 151.42 151.1 144 144 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12
TEMP. PERM. EXIST. 3+50 EXIST. TEMP. EASE. EASE. ROW ROW EASE. 160 160
CUT = 51.54 s.f.
FILL = 0.25 s.f. 156 156
152 152 -1.00% 150.56 150.55
148 148 150.86 150.6 144 144 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
PERM. EXIST. 3+00 EXIST. TEMP. EASE. ROW 24" TREE ROW EASE. 160 +45 UPL 3 160
R TEMP. 19' L +27 13' LR EASE. 10" TREE CUT = 31.20 s.f. +21 21' LR FILL = 0.00 s.f. 156 156
152 152
-1.50% 149.11 149.08
148 148
144 144 HOR. SCALE IN FEET 4 0 4 8
149.41 4 0 4 8 149.2 140 140VER. SCALE IN FEET -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:45 PM
HOR. SCALE IN FEET SHEET TOTAL STATE FED. AID PROJ. NO. 4 0 4 8 NO. SHEETS MA - 42 51 4 0 4 8 VER. SCALE IN FEET PROJECT FILE NO. 607249 11-Oct-2017
CROSS SECTIONS
ROUTE 20 (BOSTON POST ROAD) Plotted on
UPL 18-30 +51 607249_HD (XS).DWG 11' LR PERM. EXIST. 4+50 EXIST. TEMP. EASE. ROW ROW EASE. 160 160
CUT = 94.36 s.f.
FILL = 0.00 s.f. 156 156
-1.00% 152.96 152.91
152 152
148 148 153.23 153.1 144 144 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
4+15 EXIST. TEMP. ROW EASE. 160 160
CUT = 66.81 s.f.
FILL = 0.00 s.f. 156 156
-1.00% 152.25 152 152
148 148 152.52 152.4 144 144 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
PERM. EXIST. 4+00 EXIST. TEMP. EASE. ROW ROW EASE. 160 160 TEMP. 18" TREE EASE. +00 21' LR CUT = 94.35 s.f. FILL = 0.01 s.f. 156 156
-1.00% 151.91 152 151.86 152
148 148 152.18 152.0 144 144 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 SUDBURY HOR. SCALE IN FEET ROUTE 20 (BOSTON POST ROAD)
4 0 4 8 AT LANDHAM ROAD 4:45 PM
SHEET TOTAL STATE FED. AID PROJ. NO. 4 0 4 8 NO. SHEETS VER. SCALE IN FEET MA - 43 51
PROJECT FILE NO. 607249 11-Oct-2017
CROSS SECTIONS
ROUTE 20 (BOSTON POST ROAD) Plotted on 607249_HD (XS).DWG
5+25 160 160
CUT = 40.26 s.f.
FILL = 0.00 s.f. 156 156 -1.00% 153.96
152 152 154.28 154.2 148 148 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12
PERM. EXIST. 5+00 EXIST. TEMP. EASE. ROW ROW EASE. 160 160
CUT = 97.44 s.f.
FILL = 0.15 s.f. 156 156 -1.00% 153.73 153.68
152 152
148 148 154.00 153.9 144 144 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
4+85 EXIST. TEMP. ROW EASE. 160 160
CUT = 71.50 s.f.
FILL = 0.00 s.f. 156 156
-1.00% 153.52
152 152
148 148 153.79 153.6 144 144 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:45 PM
HOR. SCALE IN FEET SHEET TOTAL STATE FED. AID PROJ. NO. 4 0 4 8 NO. SHEETS VGT1 8 MA +58 14" TREE - 44 51
R 4 0 4 8
42' L 11-Oct-2017 +51 VER. SCALE IN FEET PROJECT FILE NO. 607249 TEMP. 34' LR EXIST. 6+50 EXIST. EASE. ROW ROW 160 160 CROSS SECTIONS
20" TREE ROUTE 20 (BOSTON POST ROAD) Plotted on +58 CUT = 87.73 s.f. 38' LR FILL = 4.68 s.f. 156 1.00% 156 155.31 154.65
152 152 607249_HD (XS).DWG 155.02 155.2 148 148 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48
6+26 160 160
CUT = 72.20 s.f.
FILL = 0.00 s.f. 156 0.52% 156 155.05
152 152 154.90 155.1 148 148 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
12" TREE +20 28' LR TEMP.PERM. EXIST. 6+00 EXIST. TEMP. EASE.EASE. ROW ROW EASE. 160 160
CUT = 117.29 s.f.
FILL = 0.00 s.f. 156 4.48% 156 0.00% 154.77 154.42
152 152 154.77 154.9 148 148 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
HYD +81 19' LR PROP. UPL +00 UPL 22' LR +69 30" TREE 17' LR +52 28' LR HYD PERM. EXIST. +81 5+50 EXIST. TEMP. EASE. 18" TREE ROW 19'LR ROW EASE. 160 +74 160 29' LR CUT = 105.21 s.f.
FILL = 0.00 s.f. 156 4.24% 156 -1.00% 154.22 154.16
152 152 154.49 154.5 148 148 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:46 PM
HOR. SCALE IN FEET SHEET TOTAL STATE FED. AID PROJ. NO. 4 0 4 8 NO. SHEETS MA - 45 51 8" TREE 4 0 4 8 PROJECT FILE NO. 607249 11-Oct-2017 +67 VER. SCALE IN FEET 34' LR CROSS SECTIONS 14" TREE +70 ROUTE 20 (BOSTON POST ROAD) Plotted on 36' LR PROP. EXIST. 7+50 EXIST. PROP. S.H.L.O. ROW ROW S.H.L.O. 164 164
CUT = 100.04 s.f.
20" TREE FILL = 7.90 s.f. 160 +80 160 607249_HD (XS).DWG 40' LR 12" TREE +76 41' LR 1.39% 1.21% 156 155.86 156
14" TREE 155.12 +82 42' LR
152 152
148 148 155.52 155.4 146 146 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
CUT = 39.94 s.f.
PROP. UPL FILL = 0.00 s.f. +32 22' LR 10" TREE +22 38' LR EXIST. 7+15 VGT1 10 ROW 160 +39 160 44' LR
156 156 154.95
152 152 155.34 155.3 148 148 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12
UPL FIREBOX EXIST. 7+00 EXIST. +01 ROW ROW 37' RL 164 164 16" TREE +03 ULT 18-28-121 CUT = 113.11 s.f. 33' LR +03 25' LR FILL = 4.89 s.f. 160 160
2.03%
156 155.79 156 154.88
152 152 155.27 155.3 148 148 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:46 PM
HOR. SCALE IN FEET SHEET TOTAL STATE FED. AID PROJ. NO. 4 0 4 8 NO. SHEETS MA - 46 51 4 0 4 8 VER. SCALE IN FEET PROJECT FILE NO. 607249 11-Oct-2017
CROSS SECTIONS
ROUTE 20 (BOSTON POST ROAD) Plotted on 607249_HD (XS).DWG PERM. EXIST. 9+00 EXIST. PERM. TEMP. EASE. ROW ROW EASE. EASE. 164 164
CUT = 56.31 s.f.
FILL = 0.76 s.f. 160 160
-1.00% -1.00%
156 155.50 156 155.29
152 152 155.72 155.5 148 148 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
RETAIN EXIST. HMA SIDEWALK STA. 9+00 TO STA. 11+28
UPL 27 18 1X +55 EXIST. PROP UPL 8+50 EXIST. 31' RL ROW +56 ROW
R 164 23' L UPL 18-27 164 +56 19' LR CUT = 45.18 s.f. UPL 18-27 +55 FILL = 1.98 s.f. 160 18' LR 160
-1.00% -1.00%
156 155.66 156 155.46
152 152 155.88 155.8 148 148 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
30" TREE EXIST. 8+00 EXIST. +08 ROW ROW 164 35' LR 164
CUT = 85.75 s.f.
FILL = 2.70 s.f. 160 160
-0.31%
156 155.68 156 155.35
152 152 155.77 155.7 148 148 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:46 PM
HOR. SCALE IN FEET SHEET TOTAL STATE FED. AID PROJ. NO. 4 0 4 8 NO. SHEETS MA - 47 51 4 0 4 8 VER. SCALE IN FEET PROJECT FILE NO. 607249 11-Oct-2017
CROSS SECTIONS
ROUTE 20 (BOSTON POST ROAD) Plotted on
EXIST. 10+50 EXIST. TEMP. ROW ROW EASE. 164 164 PERM. PROP UPL PERM. EASE. +73 UPL 20-25-24 EASE.
R 21' L +04 CUT = 50.47 s.f. 607249_HD (XS).DWG 16' LR FILL = 0.00 s.f. 160 160
156 156 153.37 153.36
152 152
148 148 153.73 153.7 144 144 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
PERM. EXIST. 10+00 EXIST. TEMP. PERM. EASE. ROW ROW EASE. EASE. 164 164
CUT = 69.68 s.f.
FILL = 0.00 s.f. 160 160
156 156 -1.00% -1.00% 154.36 154.15
152 152 154.57 154.5 148 148 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
12" TREE +66 30' LR PERM. EXIST. PROP UPL UPL 9+50 EXIST. TEMP. PERM. EASE. ROW +73 +73 ROW EASE. EASE.
R 164 24' L 16' LR 164
CUT = 65.16 s.f.
FILL = 0.00 s.f. 160 160
156 -1.00% -1.00% 156 155.07 154.85
152 152 155.28 155.1 148 148 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:46 PM
HOR. SCALE IN FEET SHEET TOTAL STATE FED. AID PROJ. NO. 4 0 4 8 NO. SHEETS MA - 48 51 4 0 4 8 VER. SCALE IN FEET PROJECT FILE NO. 607249 11-Oct-2017
CROSS SECTIONS
ROUTE 20 (BOSTON POST ROAD) Plotted on 607249_HD (XS).DWG
EXIST. 11+28 EXIST. ROW ROW 164 164
CUT = 8.87 s.f.
FILL = 0.00 s.f. 160 160
156 156
-1.42% 152 -2.57% 152
148 148 152.41 152.4 144 144 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56
EXIST. 11+00 EXIST. TEMP. PERM. ROW ROW EASE. EASE. 164 164
CUT = 23.01 s.f.
FILL = 0.00 s.f. 160 160
156 156 152.59 152.57 152 152
148 148 152.88 152.9 144 144 -56 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:46 PM
HOR. SCALE IN FEET SHEET TOTAL STATE FED. AID PROJ. NO. 4 0 4 8 NO. SHEETS MA - 49 51 4 0 4 8 VER. SCALE IN FEET PROJECT FILE NO. 607249 11-Oct-2017
CROSS SECTIONS
LANDHAM ROAD Plotted on
EXIST. 21+50 EXIST. ROW ROW 168 168 607249_HD (XS).DWG
CUT = 11.03 s.f.
8" TREE FILL = 0.09 s.f. 164 10" TREE +73 164 +65 29' LR 36' LR
8" TREE 160.32 160.31 160 +55 160 36' LR
156 156
152 152
148 148
144 144 160.61 160.6 140 140 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48
EXIST. 21+45 EXIST. ROW ROW 168 168
CUT = 10.14 s.f.
FILL = 0.00 s.f. 164 164 160.30 160.29 160 160
156 156
152 152
148 148
144 144
140 140 160.59 160.6 136 136 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:46 PM
HOR. SCALE IN FEET SHEET TOTAL STATE FED. AID PROJ. NO. 4 0 4 8 NO. SHEETS MA - 50 51 4 0 4 8 VER. SCALE IN FEET PROJECT FILE NO. 607249 11-Oct-2017
CROSS SECTIONS
LANDHAM ROAD Plotted on 607249_HD (XS).DWG
CUT = 76.86 s.f. PERM. EXIST. 22+50 EXIST. PERM. EASE. ROW ROW EASE. FILL = 23.38 s.f. 164 164
160 -1.50% 160 158.92 DRIVEWAY 158.83 -15.00% 2.05% 156 156 2:1
152 152
148 148
144 144
140 140 159.25 159.2 136 136 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48
EXIST. 22+00 EXIST. ROW ROW 168 168 UPL 15-1 +39 8" TREE CUT = 75.31 s.f. 25' LR +12 25' RL FILL = 60.23 s.f. 164 164 159.90 160 159.89 160
156 156 2:1
152 152
148 148
144 144 160.30 160.3 140 140 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 SUDBURY ROUTE 20 (BOSTON POST ROAD)
AT LANDHAM ROAD 4:47 PM
SHEET TOTAL STATE FED. AID PROJ. NO. NO. SHEETS MA - 51 51
PROJECT FILE NO. 607249 11-Oct-2017
CROSS SECTIONS
LANDHAM ROAD Plotted on 23+50 164 164
UPL FIREBOX CUT = 103.20 s.f. +64 27' LR FILL = 25.08 s.f.
160 160 607249_HD (XS).DWG
-0.50% 0.50% 156.53 156.17 156 156
152 152 156.39 156.3 148 148 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48
CUT = 103.32 s.f. EXIST. EXIST. 23+00 FILL = 2.45 s.f. ROW PROP. UPL ROW 164 +06 164 28' LR
160 160
-1.50% -0.50% 157.57 157.31
156 156
152 152 157.68 158.0 148 148 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48
PERM. EXIST. 22+65 EXIST. PERM. TEMP. EASE. ROW ROW EASE. EASE. 164 164
CUT = 80.75 s.f.
FILL = 11.64 s.f. 160 160 -1.89% -1.20% 158.53 DRIVEWAY 158.39 -15.00% -0.26% 156 156
2:1
152 152
HOR. SCALE IN FEET 4 0 4 8
148 148 4 0 4 8 VER. SCALE IN FEET 158.79 158.7 146 146 -52 -48 -44 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56