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Design--001_609515_PS&E Design PlansLIMIT OF WORK STA 112+20 N2944712.3407 E351872.8182 BRID GE ST REET (ROUTE 9)POMEROY TERRACEPARSONS STREET H A W L E YMARKET STREETPLEASANT STREET FAIR STR E E T LIMIT OF WORK STA 312+70 N2942852.4220 E352001.9425 BRIDGE STREET ELEMENTARY SCHOOL STREETLIMIT OF WORK STA 304+31 N2943573.5332 E351621.2873 PROJECT BEGIN STA 200+10 N2946236.4404 E350562.6579 LIMIT OF WORK STA 305+35 N2943497.5894 E351692.3405 LIMIT OF WORK STA 218+68 N2945244.9199 E351827.5126 LIMIT OF WORK STA 118+62 N2945352.3276 E351898.0194 LIMIT OF WORK STA 316+24 N2942515.3124 E352105.0029 LIMIT OF WORK STA 216+70 N2945130.6497 E351666.4446 LENGTH OF PROJECT (PARSONS STREET) = 1,633 FEET = 0.309 MILES IN THE CITY OF HAMPSHIRE COUNTY BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET NORTHAMPTON FEDERAL AID PROJECT NO. PLAN OF T1006.01_HD1(TITLE SHEET).DWG11-Nov-2021 8:12 AMPlotted onDESIGN DESIGNATION (BRIDGE STREET (ROUTE 9)) PARSONS STREET HAWLEY STREET DESIGN SPEED 35 MPH 20 25 ADT (2019)12,648 -- ADT (2028)13,833 -- K 8.0%-- D 49.8%-- T (PEAK HOUR)2.4%-- T (AVERAGE DAY)4.2%-- DHV 1101 -- DDHV 548 -- FUNCTIONAL CLASSIFICATION URBAN PRINCIPAL ARTERIAL LOCAL LOCAL INDEX SHEET NO.DESCRIPTION 1 TITLE SHEET & INDEX 2 LEGEND & ABBREVIATIONS 3 KEY PLAN 4 TYPICAL SECTIONS 5 - 11 CONSTRUCTION PLANS 12 - 13 PROFILES 14 - 20 CURB TIE & GRADING PLANS 21 - 26 TRAFFIC SIGN & PAVEMENT MARKING PLANS 27 TRAFFIC SIGN SUMMARY 28 - 30 TEMPORARY TRAFFIC CONTROL PLANS 31 - 35 CONSTRUCTION DETAILS 36 - 50 CROSS SECTIONS PS&E SUBMITTAL N 169 Ocean Blvd, Unit 3 PO Box 249 Hampton, NH 03842 603-601-8154 146 Dascomb Road Andover, MA 01810 978-794-1792 311 Main Street 2nd Floor Worcester, MA 01608 508-868-5104 www.TheEngineeringCorp.com PROJECT LOCATION 500 SCALE: 1" = 500' 0 1000 1500 2000 DATE APPROVED CHIEF ENGINEER DATE DESCRIPTION REV # PROJECT LOCATION 11/03/2020 25% DESIGN SUBMITTAL 1 LENGTH OF PROJECT (BRIDGE STREET (ROUTE 9)) = 765 FEET = 0.145 MILES LENGTH OF PROJECT (HAWLEY STREET) = 605 FEET = 0.115 MILES MASSACHUSETTS DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION TITLE SHEET & INDEX FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 1 THESE PLANS ARE SUPPLEMENTED BY THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS, THE 2015 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, 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. PROJECT LOCATION 05/27/2021 25% DESIGN SUBMITTAL REVISED 2 08/19/2021 75-100% DESIGN SUBMITTAL 3 11/12/2021 PS&E DESIGN SUBMITTAL 4 T1006.01_HD2(LEGEND).DWG11-Nov-2021 8:12 AMPlotted onGENERAL SYMBOLS EXISTING PROPOSED DESCRIPTION JERSEY BARRIER CATCH BASIN OR GUTTER INLET CATCH BASIN OR GUTTER INLET W/ CURB INLET FLAG POLE GAS PUMP MAIL BOX POST SQUARE POST CIRCULAR WELL ELECTRIC HANDHOLE FENCE GATE POST GAS GATE BORING HOLE MONITORING WELL TEST PIT HYDRANT LIGHT POLE COUNTY BOUND GPS POINT CABLE MANHOLE DRAINAGE MANHOLE ELECTRIC MANHOLE GAS MANHOLE MISC MANHOLE SEWER MANHOLE TELEPHONE MANHOLE WATER MANHOLE MASSACHUSETTS HIGHWAY BOUND MONUMENT STONE BOUND TOWN OR CITY BOUND TRAVERSE OR TRIANGULATION STATION TROLLEY POLE OR GUY POLE TRANSMISSION POLE UTILITY POLE W/ FIREBOX UTILITY POLE WITH DOUBLE LIGHT UTILITY POLE W / 1 LIGHT UTILITY POLE BUSH TREE STUMP SWAMP / MARSH WATER GATE WATER SHUTOFF/CURB STOP PARKING METER OVERHEAD CABLE/WIRE CURBING CONTOURS (ON-THE-GROUND SURVEY DATA) CONTOURS (PHOTOGRAMMETRIC DATA) UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER) BALANCED STONE WALL GUARD RAIL - STEEL POSTS GUARD RAIL - WOOD POSTS CHAIN LINK OR METAL FENCE WOOD FENCE HAY BALES/SILT FENCE TREE LINE EDGE OF PAVEMENT SAWCUT LINE TOP OR BOTTOM OF SLOPE LIMIT OF EDGE OF MICROMILLING AND OVERLAY BANK OF RIVER OR STREAM BORDER OF WETLAND 100 FT WETLAND BUFFER 200 FT RIVERFRONT BUFFER STATE HIGHWAY LAYOUT TOWN OR CITY LAYOUT COUNTY LAYOUT RAILROAD SIDELINE TOWN OR CITY BOUNDARY LINE PROPERTY LINE OR APPROXIMATE PROPERTY LINE EASEMENT PAVEMENT MARKINGS SYMBOLS EXISTING PROPOSED DESCRIPTION PAVEMENT ARROW - WHITE LEGEND "ONLY" - WHITE BIKE LANE LEGEND - WHITE STOP LINE CROSSWALK SOLID WHITE LINE SOLID YELLOW LINE BROKEN WHITE LINE BROKEN YELLOW LINE 6" DOTTED WHITE LINE (3' LINE W/ 9' GAP) 6" DOTTED YELLOW LINE (3' LINE W/ 9' GAP) 6" DOTTED WHITE LINE EXTENSION (2' LINE W/ 6' GAP) 6" DOTTED YELLOW LINE EXTENSION (2' LINE W/ 6' GAP) DOUBLE WHITE LINE DOUBLE YELLOW LINE 12" YELLOW GORE LINE (3:1, 10' O.C.) ABBREVIATIONS GENERAL AADT ANNUAL AVERAGE DAILY TRAFFIC ABAN ABANDON ADJ ADJUST APPROX.APPROXIMATE A.C.ASPHALT CONCRETE ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE BIT.BITUMINOUS BC BOTTOM OF CURB BD.BOUND BL BASELINE BLDG BUILDING BM BENCHMARK BO BY OTHERS BOS BOTTOM OF SLOPE BR.BRIDGE CB CATCH BASIN CBCI CATCH BASIN WITH CURB INLET CC CEMENT CONCRETE CCM CEMENT CONCRETE MASONRY CEM CEMENT CI CURB INLET CIP CAST IRON PIPE CLF CHAIN LINK FENCE CL CENTERLINE CMP CORRUGATED METAL PIPE CSP CORRUGATED STEEL PIPE CO.COUNTY CONC CONCRETE CONT CONTINUOUS CONST CONSTRUCTION CR GR CROWN GRADE DHV DESIGN HOURLY VOLUME DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DW STEADY DON'T WALK - PORTLAND ORANGE DWY DRIVEWAY ELEV (or EL.)ELEVATION EMB EMBANKMENT EOP EDGE OF PAVEMENT EXIST (or EX)EXISTING EXC EXCAVATION F&C FRAME AND COVER F&G FRAME AND GRATE FDN.FOUNDATION FLDSTN FIELDSTONE GAR GARAGE GC GRANITE CURB GD GROUND GG GAS GATE GI GUTTER INLET GIP GALVANIZED IRON PIPE GRAN GRANITE GRAV GRAVEL GRD GUARD HDW HEADWALL HMA HOT MIX ASPHALT HOR HORIZONTAL HYD HYDRANT INV INVERT JCT JUNCTION L LENGTH OF CURVE LB LEACH BASIN LOG LIMIT OF GRADING LP LIGHT POLE L&S LOAM AND SEED LT LEFT MAX MAXIMUM MB MAILBOX MH MANHOLE MHB MASSACHUSETTS HIGHWAY BOUND MIN MINIMUM NIC NOT IN CONTRACT NO.NUMBER PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE P.G.L.PROFILE GRADE LINE PI POINT OF INTERSECTION POC POINT ON CURVE POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE PROJ PROJECT PROP PROPOSED PSB PLANTABLE SOIL BORROW PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION ABBREVIATIONS (cont.) GENERAL PVT POINT OF VERTICAL TANGENCY PVMT PAVEMENT PWW PAVED WATERWAY R RADIUS OF CURVATURE R&D REMOVE AND DISPOSE RCP REINFORCED CONCRETE PIPE RD ROAD RDWY ROADWAY REM REMOVE RET RETAIN RET WALL RETAINING WALL ROW RIGHT OF WAY RR RAILROAD RRFB RECTANGULAR RAPID FLASHING BEACON R&R REMOVE AND RESET R&S REMOVE AND STACK RT RIGHT SB STONE BOUND SHLD SHOULDER SMH SEWER MANHOLE ST STREET STA STATION SSD STOPPING SIGHT DISTANCE SHLO STATE HIGHWAY LAYOUT LINE SW SIDEWALK T TANGENT DISTANCE OF CURVE/TRUCK % TAN TANGENT TEMP TEMPORARY TC TOP OF CURB TOS TOP OF SLOPE TYP TYPICAL UP UTILITY POLE VAR VARIES VERT VERTICAL VC VERTICAL CURVE WCR WHEEL CHAIR RAMP WG WATER GATE WIP WROUGHT IRON PIPE WM WATER METER/WATER MAIN X-SECT CROSS SECTION DBYL DBWL BWL SWL ONLY SL DYLEx DWLEx DYL BYL DWL SYL JB CB/GI FP GP MB WELL EHH GG BHL # MW # TP # MHB TPL or GUY UFB UPDL ULT UPL WG PM WSO CBCI/GICI TRAFFIC SYMBOLS EXISTING PROPOSED TRAFFIC SIGN (1 POST) TRAFFIC SIGN (2 POST) RECTANGULAR RAPID FLASHING BEACON (RRFB) D YGL CW LEGEND & ABBREVIATIONS FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 2 PARSON S STREET BRIDGE STREETD D D 5 21 6 22 7 23 8 2 4 11 26 PARSONS STREET PARSONSSTREET1011021031041051061071081091101111121 1 3 1 1 4 1 1 5 1 1 6 1 1 7 1 1 8 1 1 9 1 2 0 100+00120+50 301 302 303 304 305 306 307 308 309 310 31 1 3 1 2 31 3 314 315 31 6 300+0 0 316+66.17 HAW L E Y S T R E E T NORTH STREET HIGHLAND AVENUE LINDEN STREET WALNUT STREET CHERRY STREET UNION STREET EASTERN AVENUE ISABELLA STREET HOLYOKE STREETBRIDGE STREET (ROUTE 9)B R I D G E S T R E E T ( R O U T E 9 ) 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216217218219200+00 219+40.63 PO M E R O Y T E R R A C E PROJECT BEGIN STA 200+10 N2946236.4404 E350562.6579 PROJECT END STA 216+70 N2945130.6497 E351666.4446 LIMIT OF WORK STA 112+20 N2944712.3407 E351872.8182 LIMIT OF WORK STA 312+70 N2942852.4220 E352001.9425 10 BUTLER PLACELIMIT OF WORK STA 304+31 N2943573.5332 E351621.2873 LIMIT OF WORK STA 305+35 N2943497.5894 E351692.3405 LIMIT OF WORK STA 118+62 N2945352.3227 E351898.0194 LIMIT OF WORK STA 316+24 N2942515.3124 E352105.0029 14 15 16 1 7 9 2 5 1 8 19 20 LIMIT OF WORK STA 218+68 N2945244.9199 E351827.5126NN A D 8 3 T1006.01_HD3(KEY PLAN).DWG11-Nov-2021 8:12 AMPlotted on150 SCALE: 1" = 150' 0 225 750 X X CONSTRUCTION PLAN TRAFFIC SIGN & PAVEMENT MARKING PLAN LEGEND KEY PLAN FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 3 CURB TIE & GRADING PLANX PAVEMENT NOTES PROPOSED FULL DEPTH PAVEMENT AND PERMANENT TRENCH PATCH (MINIMUM PAVEMENT SECTION OR MATCH EXISTING THICKER PAVEMENT SECTION) SURFACE: 13 4" SUPERPAVE SURFACE COURSE - 12.5 (SSC - 12.5) OVER 212" SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC - 19.0) OVER BASE:312" SUPERPAVE INTERMEDIATE COURSE - 19.0(SIC - 19.0) OVER SUBBASE:4" DENSE GRADED CRUSHED STONE OVER 8" GRAVEL BORROW, TYPE b PROPOSED HMA DRIVEWAY (TO MATCH EXISTING) SURFACE: 112" SUPERPAVE SURFACE COURSE - 9.5 (SSC - 9.5) OVER 2 12 " SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC - 12.5) OVER BASE:EXCAVATE EXISTING HMA TO SAWCUT FINE GRADE AND COMPACT EXISTING BASE; 8" SUITABLE EXISTING GRAVEL ADD GRAVEL BORROW, TYPE b AS REQUIRED TO MATCH PROPOSED GRADES PROPOSED CEMENT CONCRETE SIDEWALK THROUGH DRIVEWAY SURFACE: 6" CEMENT CONCRETE (AIR ENTRAINED, 4000 PSI, 3 4", 610) BASE:8" GRAVEL BORROW, TYPE b PROPOSED CEMENT CONCRETE SIDEWALKS / PEDESTRIAN CURB RAMPS / WALKWAYS / MEDIANS SURFACE: 4" CEMENT CONCRETE (AIR ENTRAINED, 4000 PSI, 3 4", 610) BASE:8" GRAVEL BORROW, TYPE b GENERAL PAVEMENT NOTES: 1.ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED BETWEEN ALL ASPHALT SURFACES AND HMA JOINT SEALANT SHALL BE APPLIED ON SAWCUT JOINTS BEFORE PAVING. HMA JOINT SEALANT SHALL BE APPLIED TO ALL COLD JOINTS (LONGITUDINAL AND TRANSVERSE) BEFORE PAVING SURFACE COURSE. ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED IN ACCORDANCE WITH SUBSECTION 450.43. ALL SURFACES SHALL BE CLEAN OF ALL ORGANICS, DEBRIS, AND SAND PRIOR TO PAVING. 2.ASPHALT EMULSION FOR TACK COAT SHALL BE RS-1H TO RESIST TRACKING OF TACK BY HAUL VEHICLES. 3.ALL GRAVEL BORROW MEETING SPECIFICATION SHALL BE RETAINED IN PLACE, COMPACTED, AND LEVELED AS REQUIRED. 1.5%* CONST BL 10' TRAVEL LANE 5.5' CEM CONC SIDEWALK TYPICAL SECTION PARSONS STREET 200+10± TO 214+70± NTS *TOLERANCE FOR CONSTRUCTION ±0.5% PROP 4" LOAM & SEED PROP SAWCUT PROP GC; TYPE VB CONST BL WIDTH VARIES TRAVEL LANE VARIES GRASS BUFFER CONST BL WIDTH VARIES TRAVEL LANE VARIES CEM CONC SIDEWALK 5.5' GRASS BUFFER TYPICAL SECTION HAWLEY STREET 313+30± TO 315+43± NTS *TOLERANCE FOR CONSTRUCTION ±0.5% EXISTING GROUND EXISTING GR O U N D EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND PROP SAWCUT 1' LEVEL CITY LAYOUT WIDTH VARIES CITY LAYOUT WIDTH VARIES CITY LAYOUT WIDTH VARIES CONST BL 6' CEM CONC MEDIAN 11' TRAVEL LANE 5' SHOULDER 11' TRAVEL LANE 5' SHOULDER 1' SHOULDER1' SHOULDER CITY LAYOUT 84' TYPICAL SECTION BRIDGE STREET 115+00± TO 115+50± NTS *TOLERANCE FOR CONSTRUCTION ±0.5% PROP SAWCUT PROP GC; TYPE VB PROP GC; TYPE VB PROP 4" LOAM & SEED EXISTING GROUND EXISTING GROUND 1.5%* 1.5%* PROP SAWCUTPROP GC; TYPE VB 5' CEM CONC SIDEWALK TYPICAL SECTION HAWLEY STREET 304+31± TO 304+66± NTS *TOLERANCE FOR CONSTRUCTION ±0.5% INSET A TYPICAL SECTION HAWLEY STREET 304+31± TO 305+35± NTS *TOLERANCE FOR CONSTRUCTION ±0.5% PROP SAWCUT INSET A TEMPORARY EASEMENT TEMPORARY EASEMENT TEMPORARY EASEMENT PROP GC; TYPE VB CEM CONC SIDEWALK 10' 1.5%* PROP SAWCUT T1006.01_HD4(TYPICAL SECTIONS).DWG12-Nov-2021 11:08 AMPlotted onTYPICAL SECTIONS FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 4 NORTH STREETHIGHLAND AVENUE201 202 203 204 205 PC +32.55 PT +80.65 200+00 LCONST B PROP SAWCUT (TYP) PROP VGC; TYPE VB (TYP) MEET EXIST GC & SW ADJ WG RET UP ADJ WG MEET EXIST CONC WALK MEET EXIST CONC WALK PROP CEM CONC CURB RAMP W/ DETECTABLE WARNING PANEL (TYP) MEET EXIST GC & SW ADJ CB PROP 5.5' CEM CONC SW (TYP) RET WOOD FENCE REM HEDGE APPROX. LOG (TYP) PROJECT BEGIN STA 200+10 N2946236.4404 E350562.6579 PROP TEMP EASEMENT (TYP) PROP SAWCUT & HMA TO MATCH EXIST DWY (TYP) PROP CEM CONC SIDEWALK THROUGH DWY (TYP) RET HYD RET TREE PROP TREE PROTECTION FENCE PROP FULL DEPTH PVMT MEET EXIST GC ADJ WG PARSONS STREET 1 2 3 1 2 3 4 5 RET CONC WALK PROP PERM EASEMENT PROP PERM EASEMENT =CEM CONC WHEELCHAIR RAMP =DRIVEWAY NUMBER =PEDESTRIAN CURB RAMP NUMBER # # =DRAINAGE STRUCTURE NUMBER# PROP 4" LOAM & SEED (TYP) RET LANDSCAPE AREA RET LANDSCAPE AREA PROP 3" REVEAL S46°03'06"E 132.55' S33°55'45" E 276.98' Δ=12°07'20" R =70 0.00' L=148.10' T=74.33' RET HEDGENN A D 8 3 CONSTRUCTION NOTES: 1.EXISTING CONDITIONS INFORMATION COMPILED FROM AN ON-THE-GROUND INSTRUMENT SURVEY PERFORMED BY SHERMAN & FRYDRYK LLC, IN MAY, 2020 HORIZONTAL DATUM = NAD83 (MASSACHUSETTS STATE PLANE COORDINATES) VERTICAL DATUM = NAVD88 2.THE CONTRACTOR SHALL CONTACT DIGSAFE (1-888-DIGSAFE) A MINIMUM OF 72 HOURS PRIOR TO ANY CONSTRUCTION TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 4.ALL MUNICIPALLY OWNED UTILITY STRUCTURES (CATCH BASINS, DRAIN MANHOLES, WATER GATES, ETC.) SHALL BE ADJUSTED BY THE CONTRACTOR TO FINISHED GRADE UNLESS DIRECTED OTHERWISE. 5.ALL PRIVATELY OWNED UTILITY STRUCTURES (GAS GATES, ELECTRIC /TELEPHONE MANHOLES, ETC.) SHALL BE ADJUSTED TO FINISHED GRADE BY THE PRIVATE UTILITY COMPANY, UNLESS DIRECTED OTHERWISE. THE CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE ALTERATION AND ADJUSTMENT, AS NECESSARY. 6.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE. 7.THE TERM "PROPOSED" (PROP) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" (R&R), AS APPROVED BY THE ENGINEER. 8.ANY UTILITY STRUCTURE WITHIN THE PROPOSED OR EXISTING ACCESSIBLE SURFACE SHALL BE ADJUSTED TO BE FLUSH WITH THE CURB RAMP SURFACE CONTINUED ONSHEET NO. 6T1006.01_HD5(CONSTRUCTION PLANS).DWG11-Nov-2021 1:58 PMPlotted on20 SCALE: 1" = 20' 0 50 100 CONSTRUCTION PLANS - 1 OF 7 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 5 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS SEE BELOW DRAINAGE DETAILS NONE PARSONS STREET LINDEN STREETWALNUT STREETCHERRY STREET205 206 207 208 209 210 211 PC +57.63 PT +60.43 LCONST B PROP SAWCUT (TYP) PROP VGC; TYPE VB (TYP) MEET EXIST BERM & SW ADJ SMH RET BOLLARDS RET GAS METERS ADJ DMH ADJ CB MEET EXIST BERM & SW MEET BACK OF WALK AT EXIST STAIRCASE PROP BACK SW VGC MEET EXIST CONC WALK REM HEDGE MEET EXIST BERM & SW RET TREES PROP CEM CONC CURB RAMP W/ DETECTABLE WARNING PANEL (TYP) APPROX. LOG (TYP) PROP 3" REVEAL PROP TEMP EASEMENT (TYP) PROP SAWCUT & HMA TO MATCH EXIST DWY (TYP) PROP GRAVEL DWY) PROP 5.5' CEM CONC SIDEWALK PROP PERM EASEMENT (TYP) PROP CEM CONC SIDEWALK THROUGH DWY (TYP) RET HEDGE PROP TEMP TREE PROTECTION FENCE PROP FULL DEPTH PVMT ADJ GG (BO) ADJ SMH ADJ DMH4 5 6 7 86789 PROP FULL DEPTH PVMT 1 =CEM CONC WHEELCHAIR RAMP =DRIVEWAY NUMBER =PEDESTRIAN CURB RAMP NUMBER # # =DRAINAGE STRUCTURE NUMBER# S42°36'14"E 391.21' Δ=8°40'29" R=2000.00' L=302.81' T=151.69' RET SHRUBSNN A D 8 3 PROPOSED DRAINAGE STRUCTURE DATA NO.TYPE STATION OFFSET RIM ELEV.INV. ELEV. IN INV. ELEV. OUT REMARKS 1 REMOD CB 206+13.8 10.0' RT 132.43 -128.10CONTINUED ONSHEET NO. 5CONTINUED ONSHEET NO. 7T1006.01_HD5(CONSTRUCTION PLANS).DWG11-Nov-2021 1:59 PMPlotted on20 SCALE: 1" = 20' 0 50 100 CONSTRUCTION PLANS - 2 OF 7 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 6 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS SEE BELOW PARSONS STREET CHERRY STREETUNION STREETPARSONS STREET211 212 213 214 215 216217PC +51.64 PC +95.81 PC +76.07 PT +11.98 PT +97.90 LCONST B PROP SAWCUT (TYP) PROP VGC; TYPE VB (TYP) MEET EXIST BERM & SW RET WOOD FENCE MEET CONC WALK R&S FENCE ADJ DMH ADJ CB REM HEDGE RET HYD MEET EXIST BERM & SW MEET EXIST GC & SW PROP CEM CONC CURB RAMP W/ DETECTABLE WARNING PANEL (TYP) MEET EXIST GC & SW ADJ CB RET WOOD FENCE APPROX. LOG (TYP) PROJECT END STA 216+70 N2945130.6497 E351666.4446 PROP CURB STOP W/ SERVICE BOX; REM EXIST PROP 5.5' CEM CONC SIDEWALK PROP 4" LOAM & SEED (TYP) PROP SAWCUT & HMA TO MATCH EXIST DWY (TYP) PROP GRAVEL DWY MEET EXIST SW & GC PROP CEM CONC SW THROUGH DWY (TYP) PROP LANDSCAPE AREA; REM EXIST PAVEMENT MEET CONC WALK PROP FULL DEPTH PVMT REM SHRUBS PROP AMUR MAPLE TREE ADJ WG ADJ GG (BO) PROP CURB STOP W/ SERVICE BOX; REM EXIST 8 9 10 11 13 12 10 11 12 RET HYD PROP PERM EASEMENT (TYP) PROP TEMP EASEMENT (TYP) =CEM CONC WHEELCHAIR RAMP =DRIVEWAY NUMBER =PEDESTRIAN CURB RAMP NUMBER # # =DRAINAGE STRUCTURE NUMBER# PROP PERM EASEMENT PROP HMA DWY PROP GRASS LANDSCAPE AREA; REM EXIST PAVEMENT PROP 5' CEM CON SW S41°27'20"E 183.82'N54°58'49"E78.17'Δ=1°08'55" R =3 010.00' L=60.34' T=30.17'Δ=83°33'51"R =70.00'L=102.09'T=62.55'PROP TEMP EASEMENT (TYP)NN A D 8 3 CONTINUED ONSHEET NO. 6T1006.01_HD5(CONSTRUCTION PLANS).DWG11-Nov-2021 2:00 PMPlotted on20 SCALE: 1" = 20' 0 50 100 CONSTRUCTION PLANS - 3 OF 7 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 7 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS SEE BELOW DRAINAGE DETAILS SEE BELOW CONTINUED ON SHEET NO. 9 NNAD 83 DDD1 1 1 11 2 113 114 115 116 117PC + 0 9 . 7 4 PT +99.94 BRIDGE STREET POME R O Y T E R R A C E 2 1 8PRC +44 .17 PROP 6' CEM CONC MEDIAN PROP CEM CONC CURB RAMP W/ DETECTABLE WARNING PANEL (TYP) MEET EXIST VGC RET UP PROP 8'-12" RCP PROP RRFB (TYP) MEET EXIST VGC MEET EXIST WALK PROP VGC; TYPE VB (TYP) APPROX. LOG (TYP) LIMIT OF WORK STA 112+20 N2944712.3407 E351872.8182 PROP SAWCUT (TYP) PROP 4" LOAM & SEED (TYP) LCONST BPROP LIMIT OF FULL DEPTH PVMT PROP LIMIT OF FULL DEPTH PVMT PROP GAS LINE RELOCATION (BO) PROP RAISED CROSSWALK (SEE DETAIL ON SHEET 31) PROP FULL DEPTH PVMT PROP CEM CONC SIDEWALK THROUGH DWY PROP SAWCUT & HMA TO MEET EXIST DWY PROP TEMP EASEMENT PROP TREE PROTECTION FENCE BRIDGE STREET 14 15 16 17 13 ADJ DMH ADJ WGADJ WG PROP 2'-12" RCP PROP 14'-12" RCP PARSONS STREET 2 3 5 6 7 4 8 PROP 2'-12" RCP APPROX LOG (TYP) MEET EXIST GC SAWCUT & MEET EXIST SIDEWALK MEET EXIST GC PROP 4" LOAM & SEED (TYP) SAWCUT & MEET EXIST SIDEWALK & GC =CEM CONC WHEELCHAIR RAMP =DRIVEWAY NUMBER =PEDESTRIAN CURB RAMP NUMBER # # =DRAINAGE STRUCTURE NUMBER# MEET EXIST SW NOTE: SEE SHEETS 32-35 FOR CURB RAMP & DRIVEWAY DETAILS PROP PLANT PROTECTION FENCE PROP PLANT PROTECTION FENCE Δ=6°30 '13 " .00'L=68.10 'T=34.09 'Δ=11° 4 4 ' 27 "R=30 0 .00 ' L=61 .47 'T=30. 8 5 ' N0°59'52"E 750.06' Δ=48 ° 2 6 ' 0 3 " R=225.00'L=19 0 . 2 0 ' T=10 1 . 2 0 ' RET EXIST LEVEL LANDING RET EXIST LEVEL LANDING PROPOSED DRAINAGE STRUCTURE DATA NO.TYPE STATION OFFSET RIM ELEV.INV. ELEV. IN INV. ELEV. OUT REMARKS 2 PROP CB 112+31.1 62.3' RT 138.32 -134.30 3 PROP DMH 112+31.7 67.8' RT 138.26 134.20 MATCH EXIST (EX)MATCH EXIST CONNECT TO EXIST PVC 4 PROP CB 112+16.3 88.9' RT 138.05 -134.35 5 PROP DMH 112+25.7 100.7' RT 138.02 134.00 (4) 134.00(6) MATCH EXIST (EX) MATCH EXIST CONNECT TO EXIST PVC 6 PROP CB 112+29.9 100.6' RT 137.98 -134.10 7 PROP CB 112+57.5 53.4' RT 138.05 -134.05 8 PROP DMH 112+65.3 59'.1 RT 138.92 133.80 (7) MATCH EXIST (EX)MATCH EXIST CONNECT TO EXIST PVC T1006.01_HD5(CONSTRUCTION PLANS).DWG12-Nov-2021 2:59 PMPlotted on20 SCALE: 1" = 20' 0 50 100 CONSTRUCTION PLANS - 4 OF 7 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 8 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS SEE BELOW DRAINAGE DETAILS SEE BELOW CONTINUED ONSHEET NO. 9 NNAD 83 117 118 119 2 1 8 219PC +75.60PT + 0 5 . 6 5 PT +00.80PRC +44 .17219+40.63PROP CEM CONC CURB RAMP W/ DETECTABLE WARNING PANEL (TYP) PROP VGC; TYPE VB (TYP) REM CURB MEET EXIST VGC & SW PROP SAWCUT (TYP) MEET EXIST VGC & SW PROP 5' CEM CONC SW BRIDGE STREETPARSONS STREET 18 19 LIMIT OF WORK STA 218+68 N2945244.9199 E351827.5126 =CEM CONC WHEELCHAIR RAMP =DRIVEWAY NUMBER =PEDESTRIAN CURB RAMP NUMBER # # =DRAINAGE STRUCTURE NUMBER# MEET EXIST SW LIMIT OF WORK STA 118+62 N2945352.3276 E351898.0194N4 9 ° 4 4 ' 3 5 "E 6 9 . 9 5 'S89°00'08"E39.83'T=34.09 'Δ=1 1 ° 4 4 ' 27 "R=300. 0 0 'L=6 1 . 4 7 'T=30.85 ' Δ=41°15'17" R=35.00' L=25.20' T=13.17' N0°59'52"E 750.06'T1006.01_HD5(CONSTRUCTION PLANS).DWG11-Nov-2021 2:01 PMPlotted on20 SCALE: 1" = 20' 0 50 100 CONSTRUCTION PLANS - 5 OF 7 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 9 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS NONE CONTINUED ONSHEET NO. 8CONTINUED ON SHEET NO. 7 PC +7 7 . 6 4 PC +99.09 PT +37.68 301 302 303 304 305 306 RET UP PROP HMA TO MEET EXIST DWY MEET EXIST SW & VGC MEET EXIST SW & VGC PROP TEMP EASEMENTPROP CEM CONC DWY PROP VGC; TYPE VB (TYP) PROP SAWCUT (TYP) LIMIT OF WORK STA 304+31 N2943573.5332 E351621.2873 PROP 5' CEM CONC SW PROP 4" LOAM & SEED LIMIT OF WORK STA 305+35 N2943497.5894 E351692.3405 PROP GCC (TYP) HAWLEY STREET 14 =CEM CONC WHEELCHAIR RAMP =DRIVEWAY NUMBER =PEDESTRIAN CURB RAMP NUMBER # # =DRAINAGE STRUCTURE NUMBER# RET BERMBUTLER PLACEPHILLIPS PLACES43°05'40"E 361.41' Δ=18°20'22 " R =5 0 0 .0 0 ' L=160.04' T=80.71' Δ=8°11'05" R=1000.00' L=142.85' T=71.55' REM BERM ALONG SW PROP 10' CEM CONC SW RET BIKE RACKNN A D 8 3 CONTINUED ONSHEET NO. 11T1006.01_HD5(CONSTRUCTION PLANS).DWG11-Nov-2021 2:02 PMPlotted on20 SCALE: 1" = 20' 0 50 100 CONSTRUCTION PLANS - 6 OF 7 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 10 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS NONE PC + 7 9 . 8 7 PC +06.41 PT +93.85 PT +53.69 PT +13.11 316+66 . 1 7 HAWLEY STREETISABELLA STREETHOLYOKE STREETMEET EXIST BERM & SW LCONST B PROP VGC; TYPE VB (TYP) RET UPADJ CB RET UP RET UP & GUY WIRE R&R USPS MB IN PLACE (BO) RET UP ADJ WG LIMIT OF WORK STA 316+24 N2942515.3110 E352105.0031 LIMIT OF WORK STA 312+70 N2942852.4220 E352001.9425 PROP CEM CONC SIDEWALK THROUGH DWY (TYP) PROP TEMP EASEMENT (TYP) ADJ CB ADJ WG PROP 5' CEM CONC SW 312 313 314 315 316 PROP CEM CONC SW THROUGH DWY PROP HMA DWY (TYP) PROP SAWCUT (TYP) PROP 5.5' CEM CONC SW PROP CEM CONC DWY MEET EXIST BERM & SW PROP 4" LOAM & SEED 15 16 18 1917 PROP 4" LOAM & SEED APPROX. LOG (TYP)PROP 4" LOAM & SEED =CEM CONC WHEELCHAIR RAMP =DRIVEWAY NUMBER =PEDESTRIAN CURB RAMP NUMBER # # =DRAINAGE STRUCTURE NUMBER# PROP AMUR MAPLE TREE (TYP) S4°3 1 ' 4 1 " E 86.02 ' S21°26'51"E 152.72' S9°13'1 4 " E 53.06' Δ=16°55'10 " R=250.00'L=73.83' T=37.18' Δ=12°13'37 " R=500.00'L=106.70' T=53.55' RET HEDGENNA D 8 3 T1006.01_HD5(CONSTRUCTION PLANS).DWG11-Nov-2021 2:02 PMPlotted on20 SCALE: 1" = 20' 0 50 100 CONSTRUCTION PLANS - 7 OF 7 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 11 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS SEE BELOW DRAINAGE DETAILS SEE BELOW CONTINUED ONSHEET NO. 10 NAVD 88 BASE ELEV 100.00 BRIDGE STREET 110 120 130 140 150 100 110 120 130 140 150 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 EXISTING GROUND LIMIT OF WORK STA 112+20 N2944712.3407 E351872.8182 LIMIT OF WORK STA 118+62 N2945352.3276 E351898.0194 STA 117+67.08 BRIDGE STREET = STA 219+40.63 PARSONS STREET  = NAVD 88 BASE ELEV 110.00 PARSONS STREET 120 130 140 150 110 120 130 140 150 199+50 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 EXIST GROUND PROJECT BEGIN STA 200+10 N2946236.4404 E350562.6579 NOTE: EXISTING GROUND PROFILE PROVIDED FOR INFORMATIONAL PURPOSES ONLY.T1006.01_HD6(PROFILES).DWG11-Nov-2021 8:19 AMPlotted onPROFILES - 1 of 2 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 12 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 40 40 80 8 8 16CONTINUED ONSHEET NO. 13 NAVD 88 BASE ELEV 110.00 PARSONS STREET 120 130 140 150 110 120 130 140 150 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 EXIST GROUND PROJECT END STA 216+70 N2945130.6497 E351666.4446 STA 219+40.63 PARSONS STREET  = STA 117+67.08 BRIDGE STREET  NAVD 88 BASE ELEV 100.00 HAWLEY STREET 110 120 130 140 100 110 120 130 140 NAVD 88 BASE ELEV 100.00 HAWLEY STREET 110 120 130 140 100 110 120 130 140 304+00 305+00 306+00 312+00 313+00 314+00 315+00 316+00 317+00 EXIST GROUND EXIST GROUND NOTE: EXISTING GROUND PROFILE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. LIMIT OF WORK STA 304+31 N2943573.5332 E351621.2873 LIMIT OF WORK STA 305+35 N2943497.5894 E351692.3405 LIMIT OF WORK STA 316+24 N2942515.3110 E352105.0031 LIMIT OF WORK STA 312+70 N2942852.4220 E352001.9425 T1006.01_HD6(PROFILES).DWG11-Nov-2021 8:19 AMPlotted onPROFILES - 2 of 2 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 13 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 40 40 80 8 8 16CONTINUED ONSHEET NO. 12 NORTH STREETHIGHLAND AVENUE201 202 203 204 205 PC +32.55 PT +80.65 200+00 PROJECT BEGIN STA 200+10 N2946236.4404 E350562.6579 L1 C1 L2 CONST BL 10.00'10.00'C2 C3PT +25.30 10.00 RT PC +54.64 10.00 RT PT +64.60 20.96 RT PC +86.16 23.32 RT PT +01.06 10.00 RT 10.01 RT PC +10.29 25.11 RT C1 (TO UPL 15) 28.53' (TO UPL 16) 30.01' (TO WG) 21.10' (TO SMH 91) 28.43' (TO WG) 48.68'(TO SMH 86) 48.14'(TO BL) S52°41'19"W 8.10' (TO SMH 85) 14.42' (TO WG) 12.63' (TO UPL 12) 20.03' (TO BL) S56°04'15"W 8.90'X138.31 X137.77 X137.64 X137.45 X136.74 X136.34 X135.42 X134.87 X134.37 X133.68 133.17 PARSONS STREET X138.19 X139.13 X137.87 X137.51 X137.44 X136.87 X136.20 X135.51 X134.92 X134.19 X133.71 L25 L26 C31 +17.92 OFFSET: 29.27 +10.31 OFFSET: 29.32 +89.20 OFFSET: 33.30 +85.58 OFFSET: 32.89 +13.70 OFFSET: 27.67 +18.84 OFFSET: 27.31NN A D 8 3 PARSONS STREET CONSTRUCTION BASELINE DATA NUMBER L1 C1 L2 STARTING STATION 200+00.00 201+32.55 202+80.65 NORTHING 2946243.378 2946151.389 2946038.132 EASTING 350555.461 350650.890 350745.891 CURVE DATA R=700.00' Δ 12°07'20" L=148.10' T=74.33' LINE DATA S46°03'06"E 132.55' S33°55'45"E 276.98' ENDING STATION 201+32.55 202+80.65 205+57.63 NORTHING 2946151.389 2946038.132 2945808.317 EASTING 350650.890 350745.891 350900.491 CURVE TABLE CURVE # C1 C2 C3 DELTA 90° 20' 53" 95° 30' 57" 83° 34' 28" RADIUS 15.00 10.00 15.00 LENGTH 23.65 16.67 21.88 TANGENT 15.09 11.01 13.41 PC STATION OFFSET PT STATION OFFSET 200+10.29 203+54.64 203+86.16 25.09 23.32 200+25.29 203+64.60 204+01.06 10.00 20.96 10.00 10.00 Survey Traverse Point Table Point # 2139 2144 2150 Northing 2945967.292 2946076.623 2946273.493 Easting 350804.268 350728.269 350562.793 Elevation 135.010 136.910 139.590 Raw Description MTRV MMAG SET MTRV MMAG SET MTRV MREB FD GPS 2508 CONTINUED ONSHEET NO. 15T1006.01_HD5(CURB TIE & GRADING PLANS).DWG11-Nov-2021 2:07 PMPlotted on20 SCALE: 1" = 20' 0 50 100 CURB TIE & GRADING PLANS - 1 OF 7 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 14 PARSONS STREET LINDEN STREETWALNUT STREETCHERRY STREET205 206 207 208 209 210 211 PC +57.63 PT +60.43 L3 5 CONST BL L4C2 10.00'10.00'C4 C5 C6 C7 C8 C9PC +63.62 10.01 RT PT +73.44 21.07 RT PC +98.12 18.68 RT PT +07.94 10.00 RT PC +05.52 10.00 RT PT +15.40 21.53 RT PC +41.87 13.92 RT PT +46.75 10.00 RT PC +93.95 10.00 RT PT +98.95 15.16 RT (TO WG) 11.20' (TO UPL 10) 16.55'(TO SMH 74) 11.22' (TO DMH 70) 21.21' (TO SMH 68) 19.82' (TO UPL 7.5) 5.62' (TO BL) S55°06'46"W 10.37' (TO UPL 6) 15.50' (TO DMH 64) 15.63' (TO SMH 63) 11.35' (TO BL) S47°23'46"W 6.28' (TO BL) S47°37'48"W 7.88'X133.68 X133.17 X132.56 X132.53 X132.83 X133.12 X133.83 X134.21 X134.42 X134.71 X135.16 X135.38 X135.78X133.71 X133.29 X132.70 X132.62 X132.93 X133.33 X133.72 X134.06 X134.44 X134.79 X135.14 X135.42 X135.69 C32 +65.87 OFFSET: 23.95 +72.58 OFFSET: 24.70 +96.99 OFFSET: 27.42 +04.32 OFFSET: 28.40 +09.53 OFFSET: 29.19 +14.11 OFFSET: 29.95 +40.01 OFFSET: 22.29 +44.70 OFFSET: 23.34 +92.19 OFFSET: 23.80 +98.67 OFFSET: 23.80 CB RIM= 132.44NN A D 8 3 CURVE TABLE CURVE # C4 C5 C6 C7 C8 DELTA 95° 47' 51" 82° 15' 07" 98° 42' 32" 77° 28' 27" 91° 50' 30" RADIUS 10.00 10.00 10.00 5.00 5.00 LENGTH 16.72 14.36 17.23 6.76 8.01 TANGENT 11.07 8.73 11.65 4.01 5.16 PC STATION OFFSET PT STATION OFFSET PARSONS STREET CONSTRUCTION BASELINE DATA NUMBER C2 L3 L4 STARTING STATION 205+57.63 208+60.43 208+60.43 NORTHING 2945808.317 2945570.799 2945570.799 EASTING 350900.491 351087.847 351087.847 CURVE DATA R=2000.00' Δ 8°40'29" L=302.81' T=151.69' LINE DATA S42°36'14"E 391.21' S42°36'14"E 391.21' ENDING STATION 208+60.43 212+51.64 212+51.64 NORTHING 2945570.799 2945282.847 2945282.847 EASTING 351087.847 351352.670 351352.670 10.01 205+98.12 209+05.52 209+41.87 10.00 205+73.44 206+07.94 209+15.40 209+46.75 210+98.95 205+63.62 18.68 10.00 13.92 210+93.95 21.07 10.00 21.53 10.00 15.16 Survey Traverse Point Table Point # 2129 2131 2133 Northing 2945392.906 2945524.260 2945786.657 Easting 351259.986 351141.321 350927.895 Elevation 135.760 134.650 132.620 Raw Description MTRV MMAG SET MTRV MMAG SET MTRV MMAG SETCONTINUED ONSHEET NO. 14CONTINUED ONSHEET NO. 16T1006.01_HD5(CURB TIE & GRADING PLANS).DWG11-Nov-2021 2:08 PMPlotted on20 SCALE: 1" = 20' 0 50 100 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 15 CURB TIE & GRADING PLANS - 2 OF 7 PARSONS STREET CHERRY STREETUNION STREETPARSONS STREET211 212 213 214 215 216217PC +51.64 PC +95.81 PC +76.07 PT +11.98 PT +97.90 PROJECT END STA 216+70 N2945130.6497 E351666.4446 L5 L6CONST BL L7C3 C4 10.00'C8 C9 C10 C11 C13 PC +93.95 10.00 RT PT +98.95 15.16 RT PC +23.35 14.18 RT PT +28.28 10.00 RT PC +58.77 10.00 RT PT +68.77 20.24 RT PC +94.73 28.86 RT PT +53.89 28.83 RT (TO UPL 6) 15.50' (TO DMH 64) 15.63' (TO SMH 63) 11.35' (TO BL) S47°23'46"W 6.28' PRC +11.03 11.79 RT PRC +32.40 14.99 RT C12 C14 PRC +50.11 24.93 RT (TO WG) 17.63' (TO GG) 18.72' (TO UPL 5) 21.59' (TO BL) S47°23'46"W 5.52' (TO WG) 25.42' (TO SMH 58) 25.62' (TO UPL 3) 8.66' (TO BL) S37°16'55"W 6.70'X135.78 X135.96 X136.18 X136.64 X136.64 X136.81 X137.11 X137.53 X137.58 X137.51 X135.69 X136.00 X136.24 X136.38 X136.65 X136.84 X137.03 X137.27 X137.59 X137.39 +98.67 OFFSET: 23.80 +92.19 OFFSET: 23.80 +61.90 OFFSET: 34.69 +68.39 OFFSET: 34.86 +91.76 OFFSET: 89.98 +96.44 OFFSET: 90.25 +54.48 OFFSET: 29.32 +51.91 OFFSET: 36.48 C15 +59.70 OFFSET: 23.20 +61.68 OFFSET: 18.66 PC +35.67 10.56 LT PT +52.12 10.95 LT +22.78 OFFSET: 23.44 +06.23 OFFSET: 89.59 +25.57 OFFSET: 21.18 X138.98X138.67 X138.83X 139.01 X138.09X137.86X138.30X 138.26 X137.51X137.27 X137.53X137.64 (TO CB 55) 77.64' (TO 2" TREE) 29.26' (TO UPL 2) 46.37' (TO BL) N35°01'11"W 35.03' +22.09 OFFSET: 10.97NN A D 8 3 PARSONS STREET CONSTRUCTION BASELINE DATA NUMBER L5 C3 L6 C4 L7 STARTING STATION 208+60.43 212+51.64 213+11.98 214+95.81 215+97.90 NORTHING 2945570.799 2945282.847 2945238.028 2945100.258 2945089.274 EASTING 351087.847 351352.670 351393.067 351514.764 351607.397 CURVE DATA R=3010.00' Δ 1°08'55" L=60.34' T=30.17' R=70.00' Δ 83°33'51" L=102.09' T=62.55' LINE DATA S42°36'14"E 391.21' S41°27'20"E 183.82' N54°58'49"E 78.17' ENDING STATION 212+51.64 213+11.98 214+95.81 215+97.90 216+76.07 NORTHING 2945282.847 2945238.028 2945100.258 2945089.274 2945134.133 EASTING 351352.670 351393.067 351514.764 351607.397 351671.415 CURVE TABLE CURVE # C8 C9 C10 C11 C12 C13 C14 C15 DELTA 91° 50' 30" 86° 38' 19" 91° 29' 09" 83° 38' 28" 21° 01' 42" 23° 45' 41" 14° 59' 39" 26° 46' 33" RADIUS 5.00 5.00 10.00 20.00 70.00 60.12 25.00 30.00 LENGTH 8.01 7.56 15.97 29.20 25.69 24.93 6.54 14.02 TANGENT 5.16 4.71 10.26 17.89 12.99 12.65 3.29 7.14 PC STATION OFFSET PT STATION OFFSET 14.18 211+28.28211+23.35 10.00 10.00 214+68.77214+58.77 20.24 28.83 215+11.03214+94.73 11.73 215+50.11 24.93 215+52.89 28.83 10.00 210+98.95210+93.95 15.16 215+11.03 11.73 215+32.40 14.99 215+32.40 14.99 215+50.11 24.93 215+52.12 10.95215+35.67 10.56 Survey Traverse Point Table Point # 2039 2119 2121 2129 Northing 2945080.620 2945096.235 2945301.113 2945392.906 Easting 351656.090 351528.884 351343.369 351259.986 Elevation 137.940 137.510 136.250 135.760 Raw Description MTRV MDHL SET MTRV MMAG SET MTRV MMAG SET MTRV MMAG SETCONTINUED ONSHEET NO. 15T1006.01_HD5(CURB TIE & GRADING PLANS).DWG11-Nov-2021 2:09 PMPlotted on20 SCALE: 1" = 20' 0 50 100 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 16 CURB TIE & GRADING PLANS - 3 OF 7 CONTINUED ON SHEET NO. 18 NNAD 83 DDD1 1 1 11 2 113 114 115 116 117PC + 0 9 . 7 4 PT +99.94 BRIDGE STREET POME R O Y T E R R A C E 2 1 8PRC +44 .17 LIMIT OF WORK STA 112+20 N2944712.3407 E351872.8182 C5 L8N 4 9 ° 2 5 ' 5 5 " E 7 4 9 . 9 3 ' CONST BL 16.95'17.09'22.04 ' C16 C17 C18 C19 PC +22.44 80.28 RT PT +30.35 64.48 RT PT +57.53 53.59 RT PC +44.82 83.39 RT PC +99.20 2.83 LT PT +99.27 3.17 RT PT +43.36 2.67 RT PC +43.27 3.33 LT (TO DMH 43) 40.49' (TO BL) S89°00'08"E 33.65' (TO SMH 41) 42.98' (TO UPL 15) 11.04'X138.32X138.38 X138.42X 138.57 X138.20X138.26 (TO UPL 12) 90.32' (TO HYD) 4.36' (TO BL) S89°00'08"E 31.64' (TO UPL 14) 23.90'X138.85 X138.71 X138.67 X138.61 X138.43 X138.30 X138.12 +18.26 OFFSET: 85.76 +14.30 OFFSET: 91.23 +24.86 OFFSET: 107.13 +28.31 OFFSET: 106.81 +29.94 OFFSET: 109.55 +61.18 OFFSET: 69.83+62.62 OFFSET: 73.14 +57.78 OFFSET: 50.61 +70.72 OFFSET: 22.22 +20.10 OFFSET: 25.90 +17.68 OFFSET: 20.00 +38.24 OFFSET: 20.00 +26.94 OFFSET: 30.31 +31.94 OFFSET: 30.36 +25.31 OFFSET: 2.88 +35.31 OFFSET: 2.76 +35.24 OFFSET: 3.24 +25.24 OFFSET: 3.12 +39.82 OFFSET: 19.71 +21.59 OFFSET: 19.83 +33.49 OFFSET: 40.83 +28.49 OFFSET: 40.73 PROP CB RIM= 138.32 PROP DMH RIM= 138.26 PROP CB RIM= 138.05 PROP CB RIM= 137.98 PROP DMH RIM= 138.01 PROP DMH RIM= 138.92 PROP CB RIM= 138.05 OFFSET: 26.41 +02.27 OFFSET: 26.49 X138.24 X138.34X138.28 X138.17 BRIDGE STREET - 1 CONSTRUCTION BASELINE DATA NUMBER C5 L8 STARTING STATION 111+09.74 112+99.94 NORTHING 2944623.355 2944790.354 EASTING 351809.595 351888.232 CURVE DATA R=225.00' Δ 48°26'03" L=190.20' T=101.20' LINE DATA N0°59'52"E 750.06' ENDING STATION 112+99.94 120+50.00 NORTHING 2944790.354 2945540.299 EASTING 351888.232 351901.293 CURVE TABLE CURVE # C16 C17 C18 C19 DELTA 28° 49' 40" 50° 26' 15" 180° 00' 00" 180° 00' 00" RADIUS 38.00 40.00 3.00 3.00 LENGTH 19.12 35.22 9.42 9.42 TANGENT 9.77 18.84 INFINITY INFINITY PC STATION OFFSET PT STATION OFFSET 112+30.35 64.48112+22.44 80.28 112+57.53 53.59 114+99.20 83.39 114+99.27 3.17 112+44.82 2.83 115+43.36 2.67115+43.27 3.33 Survey Traverse Point Table Point # 2040 2043 Northing 2945024.263 2944880.092 Easting 351858.655 351858.147 Elevation 138.640 138.890 Raw Description MTRV MMAG SET MTRV MMAG SET T1006.01_HD5(CURB TIE & GRADING PLANS).DWG12-Nov-2021 3:05 PMPlotted on20 SCALE: 1" = 20' 0 50 100 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 CURB TIE & GRADING PLANS - 4 OF 7 CONTINUED ONSHEET NO. 1817 NNAD 83 117 118 2 1 8 219PC +75.60PT + 0 5 . 6 5 PT +00.80PRC +44 .17219+40.63C20 C21 L9 L32PC +75.83 10.92 LT PRC +87.35 10.66 LT PT +20.15 59.10 LT11.00'(TO HYD) 50.36'(TO UPL 17) 51.48' (TO UPL 19) 72.66' (TO BL) S1°10'57"E 28.43' +68.21 OFFSET: 11.00 PC +68.21 16.50 LT PT +01.53 49.17 LT +07.17 OFFSET: 49.11 +07.97 OFFSET: 26.41 +02.27 OFFSET: 26.49 20.50'LIMIT OF WORK STA 218+68 N2945244.9199 E351827.5126 LIMIT OF WORK STA 118+62 N2945352.3276 E351898.0194 C30 C31 C32 PRC +90.06 28.32 LT PRC +96.57 35.99 LT BRIDGE STREET - 1 CONSTRUCTION BASELINE DATA NUMBER L9 STARTING STATION 112+99.94 NORTHING 2944790.354 EASTING 351888.232 CURVE DATA LINE DATA N0°59'52"E 750.06' ENDING STATION 120+50.00 NORTHING 2945540.299 EASTING 351901.293 CURVE TABLE CURVE # C20 C21 C30 C31 C32 DELTA 70° 17' 51" 21° 37' 14" 24° 11' 48" 42° 50' 18" 67° 00' 13" RADIUS 55.00 40.00 80.00 20.00 15.00 LENGTH 67.48 15.09 33.78 14.95 17.54 TANGENT 38.72 7.64 17.15 7.85 9.93 PC STATION OFFSET PT STATION OFFSET PARSONS STREET CONSTRUCTION BASELINE DATA NUMBER L32 STARTING STATION 219+00.80 NORTHING 2945258.115 EASTING 351856.539 CURVE DATA LINE DATA S89°00'08"E 39.83' ENDING STATION 219+40.63 NORTHING 2945257.421 EASTING 351896.366 218+87.35 10.66218+75.83 10.93 219+20.15 59.10218+87.35 10.66 Survey Traverse Point Table Point # 2036 Northing 2945286.532 Easting 351854.620 Elevation 137.310 Raw Description MTRV MMAG SET 218+90.06 28.32218+68.21 16.50 218+96.57 35.99218+90.06 28.32 219+01.53 49.17218+96.57 35.99 T1006.01_HD5(CURB TIE & GRADING PLANS).DWG11-Nov-2021 2:10 PMPlotted on20 SCALE: 1" = 20' 0 50 100 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 18 CURB TIE & GRADING PLANS - 5 OF 7 CONTINUED ONSHEET NO. 17CONTINUED ON SHEET NO. 16 PC +99.09 303 304 305 306 CONST BL LIMIT OF WORK STA 304+31 N2943573.5332 E351621.2873 LIMIT OF WORK STA 305+35 N2943497.5918 E351692.3382 12.00'L11 (TO UPL 7) 41.67' (TO SMH 113) 24.83' (TO BL) N46°54'20"E 19.61' (TO UPL 8) 25.81'X127.23 X128.16 X128.14X127.41 +31.31 OFFSET: 12.00 +31.32 OFFSET: 23.13 +82.30 OFFSET: 28.31 +07.58 OFFSET: 28.75 +34.98 OFFSET: 23.00 +35.01 OFFSET: 11.93NN A D 8 3 HAWLEY STREET CONSTRUCTION BASELINE DATA NUMBER L11 STARTING STATION 302+37.68 NORTHING 2943714.702 EASTING 351489.210 CURVE DATA LINE DATA S43°05'40"E 361.41' ENDING STATION 305+99.09 NORTHING 2943450.787 EASTING 351736.129 Survey Traverse Point Table Point # 2077 Northing 2943494.711 Easting 351668.174 Elevation 128.720 Raw Description MTRV MMAG SET CONTINUED ONSHEET NO. 20T1006.01_HD5(CURB TIE & GRADING PLANS).DWG11-Nov-2021 2:11 PMPlotted on20 SCALE: 1" = 20' 0 50 100 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 19 CURB TIE & GRADING PLANS - 6 OF 7 PC + 7 9 . 8 7 PC +06.41 PT +93.85 PT +53.69 PT +13.11 316+66 . 1 7 HAWLEY STREETISABELLA STREETHOLYOKE STREETLIMIT OF WORK STA 312+70 N2942852.4220 E352001.9425 312 313 314 315 316 CONST BL 12.00'12.00'C22 C23 C24 C25 C26 C27 C28 C29PC +23.50 25.50 RT PT +26.49 OFFSET: 24.96 PC +85.73 22.08 RT PT +88.73 25.15 RT PT +29.47 23.09 RT PC +26.63 25.15 RT PT +66.06 19.98 RT PC +69.06 22.98 RT PT +98.61 19.63 RT PC +95.64 22.98 RT PC +24.45 19.21 RT PT +26.01 20.71 RT PC +41.47 20.71 RT PT +43.03 19.21 RT (TO DMH 100) 37.78'(TO BL) N73°57'43"E 22.80' (TO UPL 15) 16.35' (TO WG) 61.41' L10 L12 L13 C7 C8(TO UPL 16) 69.41' (TO DMH 98) 52.27' (TO UPL 17) 16.41' (TO BL) N68°33'09"E 13.73' PC +42.94 19.61 RT PT +44.33 17.50 RTX124.83 X124.52 X123.57 X123.09 X123.06 X123.56 X124.26X125.12 X124.45 X123.76 X123.39 X123.44 X123.85 X124.16 LIMIT OF WORK STA 316+24 N2942515.3124 E352105.0029 +71.98 OFFSET: 11.45 +70.88 OFFSET: 20.35 +70.88 OFFSET: 24.70 +23.87 OFFSET: 15.90 +24.00 OFFSET: 12.00 +87.86 OFFSET: 19.50NNA D 8 3 HAWLEY STREET CONSTRUCTION BASELINE DATA NUMBER L10 C7 L12 C8 L13 STARTING STATION 311+93.85 312+79.87 313+53.69 315+06.41 316+13.11 NORTHING 2942928.334 2942842.586 2942770.910 2942628.767 2942526.060 EASTING 351995.931 352002.722 352019.253 352075.095 352103.258 CURVE DATA R=250.00' Δ 16°55'10" L=73.83' T=37.18' R=500.00' Δ 12°13'37" L=106.70' T=53.55' LINE DATA S4°31'41"E 86.02' S21°26'51"E 152.72' S9°13'14"E 53.06' ENDING STATION 312+79.87 313+53.69 315+06.41 316+13.11 316+66.17 NORTHING 2942842.586 2942770.910 2942628.767 2942526.060 2942473.682 EASTING 352002.722 352019.253 352075.095 352103.258 352111.761 CURVE TABLE CURVE # C22 C23 C24 C25 C26 C27 C28 C29 DELTA 19° 11' 38" 75° 34' 50" 91° 26' 51" 91° 48' 49" 90° 00' 00" 90° 43' 40" 89° 49' 11" 89° 49' 13" RADIUS 10.00 2.00 3.00 3.00 3.00 3.00 1.50 1.50 LENGTH 3.35 2.64 4.79 4.81 4.71 4.75 2.35 2.35 TANGENT 1.69 1.55 3.08 3.10 3.00 3.04 1.50 1.50 PC STATION OFFSET PT STATION OFFSET 313+26.49 24.96313+23.50 25.50 313+44.33 17.50313+42.94 19.61 313+88.73 25.15313+85.73 22.08 314+29.47 23.09314+26.63 25.15 314+69.06 22.98314+66.06 19.98 314+98.61 19.63314+95.64 22.98 315+26.01 20.71315+24.45 19.21 315+43.03 19.21315+41.47 20.71 Survey Traverse Point Table Point # 2103 2107 Northing 2942786.955 2942652.967 Easting 351989.760 352050.834 Elevation 125.220 123.430 Raw Description MTRV MMAG SET MTRV MMAG FD GPS 2502 T1006.01_HD5(CURB TIE & GRADING PLANS).DWG11-Nov-2021 2:16 PMPlotted on20 SCALE: 1" = 20' 0 50 100 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 20 CURB TIE & GRADING PLANS - 7 OF 7 CONTINUED ONSHEET NO. 19 PARSONS S T R E E TNORTH STREETHIGHLAND AVENUE200+00 PROJECT BEGIN STA 200+10 N2946236.4404 E350562.6579 PC +32.55 PT +80.65 201 202 203 204 205 R1-1 10' CW R&S R&S R&S RET RET10' CW12" SLMA-D3-1a(2) R7-112" SLR1-1 R&D RETNN A D 8 3 CONTINUED ONSHEET NO. 22T1006.01_HD6(TSPM).DWG11-Nov-2021 1:44 PMPlotted on20 SCALE: 1" = 20' 0 50 100 TRAFFIC SIGN & PAVEMENT MARKING PLANS - 1 OF 6 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 21 PARSONS STREET LINDEN STREETWALNUT STREETCHERRY STREETPC +57.63 PT +60.43 205 206 207 208 209 210 211 R1-1 R1-1 10' CW10' CW 10' CW RET RET R&R TO NEW POST R&S R&R R&R R&R 12" SL 12" SL 12" SL R&D R&R TO NEW POST R&R R&R R7-1NN A D 8 3 CONTINUED ONSHEET NO. 21CONTINUED ONSHEET NO. 23T1006.01_HD6(TSPM).DWG11-Nov-2021 1:44 PMPlotted on20 SCALE: 1" = 20' 0 50 100 TRAFFIC SIGN & PAVEMENT MARKING PLANS - 2 OF 6 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 22 PARSONS STREET CHERRY STREETUNION STREETPARSONS STREETPROJECT END STA 216+70 N2945130.6497 E351666.4446 PC +51.64 PC +95.81 PC +76.07 PT +11.98 PT +97.90 211 212 213 214 215 216217ERADICATE EXISTING PAVEMENT MARKINGS CONFLICTING W/ PROP MARKINGS (TYP) R1-1 1 2 " S L 10' CW 10 ' CW 10' CW R&S R&R ON NEW POLE R&R R&S R&S R&R ON NEW POST R&S R&R R&S 6" DBYLR&S RET R1-1 R1-3P 12" SL12" SL 12" SL R2-1(20) S4-1P S4-3P S4-6P R1-1 R1-3P MA-D3-1b(2) R1-1 R1-3P R&R R&S R&S S5-2 6" SWL 6" DBYLMA-D3-1c R7-1 R7-201aP R&S R7-1 R2-1(25) R&R ON NEW POST R&R ON NEW POLE RETNN A D 8 3 CONTINUED ONSHEET NO. 22T1006.01_HD6(TSPM).DWG11-Nov-2021 1:45 PMPlotted on20 SCALE: 1" = 20' 0 50 100 TRAFFIC SIGN & PAVEMENT MARKING PLANS - 3 OF 6 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 23 CONTINUED ON SHEET NO. 25 NNAD 83 PC + 0 9 . 7 4 PT +99.94 BRIDGE STREET 5'11'1'6'1'11'5'±LIMIT OF WORK STA 112+20 N2944712.3407 E351872.8182 POME R O Y T E R R A C E LCONST B 12" SYL @1:1, 10' O.C. BRIDGE STREETPARSONS S TREE TPRC +44 .17 1 1 1 11 2 113 114 115 116 117 2 1 8 S1-1 (2) W16-7pL W16-7pR R10-25 S1-1(2) W16-7pL W16-7pR R10-25 W1-10R ERADICATE EXIST MARKINGS CONFLICTING W/ PROP MARKINGS (TYP) REMOVE EXIST FLASHING SIGN, FOUNDATIONS & ELEC METER REMOVE EXIST FLASHING SIGN, FOUNDATIONS & ELEC METER FROM APPROX STA 110+40 PROP W1-10L (INSTALL AT STA 110+40, RT) W11-2 (2) W16-7pL W16-7pR W11-2 (2) W16-7pL W16-7pR ERADICATE EXIST MARKINGS ERADICATE EXIST MARKINGS PROP RRFB (TYP) (SEE DETAILS ON SHEET 31) PROP SPEED HUMP MARKINGS (SEE DETAIL ON SHEET 31) W17-1 W13-1P (25) W17-1 W13-1P (25) R&S R&S R&S R&R R&S R&S R&S RET R&S R&S R&S RET 6"DWLEX 6" SWL 6" SWL 6" SYL 10'CW10'CWR&S R&S 6" DBYL 6" DBYL R&S 12" S L 6" DBYLMEET EXIST PAVEMENT MARKING R&R R&R MEET EXIST PAVEMENT MARKING RET RET R&R R&R R&R R1-1 R7-1 MA-D3-1c (2) RET RET RET RET RET MEET EXIST PAVEMENT MARKINGS T1006.01_HD6(TSPM).DWG11-Nov-2021 1:45 PMPlotted on20 SCALE: 1" = 20' 0 50 100 TRAFFIC SIGN & PAVEMENT MARKING PLANS - 4 OF 6 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 24 CONTINUED ONSHEET NO. 25 NNAD 83 219+40.63BRIDGE STREETPARSONS S TREE T PC +75.60PT + 0 5 . 6 5 PT +00.80 117 118 119 2 1 8 219R1-1 R&S R&S 10'CW 12" SL 6 " DBY L LIMIT OF WORK STA 218+68 N2945244.9199 E351827.5126 LIMIT OF WORK STA 118+62 N2945352.3276 E351898.0194 R&R R&R R&R RET MA-D3-1c (2)T1006.01_HD6(TSPM).DWG11-Nov-2021 1:46 PMPlotted on20 SCALE: 1" = 20' 0 50 100 TRAFFIC SIGN & PAVEMENT MARKING PLANS - 5 OF 6 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 25 CONTINUED ONSHEET NO. 24CONTINUED ON SHEET NO. 23 PC + 7 9 . 8 7 PC +06.41 PT +93.85 PT +53.69 PT +13. 1 1 316+66 . 1 7 HAWLEY STREETISABELLASTREET HOLYOKE STREETLIMIT OF WORK STA 316+24 N2942515.3110 E352105.0031 LIMIT OF WORK STA 312+70 N2942852.4220 E352001.9425 312 313 314 315 316 R&S R&S R&S R7-1 RET RET RET RET R7-1 R7-1NNA D 8 3 T1006.01_HD6(TSPM).DWG11-Nov-2021 1:46 PMPlotted on20 SCALE: 1" = 20' 0 50 100 TRAFFIC SIGN & PAVEMENT MARKING PLANS - 6 OF 6 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.-609515 26 TRAFFIC SIGN SUMMARY IDENTIFICATION NUMBER SIZE OF SIGN (in)TEXT DIMENSIONS (in)NUMBER OF SIGNS REQUIRED COLOR NUMBER OF POSTS REQUIRED UNIT AREA (SF) TOTAL AREA (SF) WIDTH HEIGHT LEGEND LETTER HEIGHT VERTICAL SPACING ARROW RTE. MKR BACK- GROUND LEGEND BORDER S1-1 36 36 1 4 FLUORESCENT YELLOW GREEN BLACK BLACK MOUNT ON RRFB PAID UNDER ITEM 824.221 S4-1P 24 10 1 WHITE BLACK BLACK 1 1.67 1.67 S4-3P 24 8 1 FLUORESCENT YELLOW GREEN BLACK BLACK MOUNT W/ S4-1P 1.33 1.33 S4-6P 24 10 1 WHITE BLACK BLACK MOUNT W/ S4-1P 1.67 1.67 S5-2 24 30 1 WHITE BLACK BLACK 1 5.00 5.00 R1-1 30 30 10 RED WHITE WHITE 10 6.25 62.50 R1-3P 18 6 3 RED WHITE BLACK MOUNT W/ R1-1 0.75 2.25 R2-1(20)24 30 1 WHITE BLACK BLACK MOUNT W/ S4-1P 5.00 5.00 R2-1(25)24 30 1 WHITE BLACK BLACK 1 5.00 5.00 R7-1 12 18 8 WHITE RED RED 8 1.50 12.00 R7-201aP 12 6 1 WHITE RED RED MOUNT W/ R7-1 0.50 0.50 R10-25 9 12 2 WHITE BLACK BLACK MOUNT ON RRFB PAID UNDER ITEM 824.221 W1-10L 36 36 1 YELLOW BLACK BLACK 1 9.00 9.00 W1-10R 36 36 1 YELLOW BLACK BLACK 1 9.00 9.00 W11-2 30 30 4 YELLOW BLACK BLACK 2 6.25 25.00 W13-1P 18 18 2 YELLOW BLACK BLACK MOUNT W/ W17-1 2.25 4.50 W16-7pL 24 12 2 FLUORESCENT YELLOW GREEN BLACK BLACK MOUNT ON RRFB PAID UNDER ITEM 824.221 2 MOUNT W/ W11-2 2.00 4.00 W16-7pR 24 12 2 FLUORESCENT YELLOW GREEN BLACK BLACK MOUNT ON RRFB PAID UNDER ITEM 824.221 2 MOUNT W/ W11-2 2.00 4.00 W17-1 30 30 2 YELLOW BLACK BLACK 2 6.25 12.50 MA-D3-1a 27 12 SEE BELOW 6D / 4D 3 3 N/A 2 GREEN WHITE WHITE 1 PAID UNDER ITEM 874. MA-D3-1b 18 12 SEE BELOW 6D / 4D 3 3 N/A 2 GREEN WHITE WHITE 1 PAID UNDER ITEM 874. MA-D3-1c 24 12 SEE BELOW 6D/4D 3 3 N/A 3 GREEN WHITE WHITE 1 MOUNT 2 W/ MA-D3-1b PAID UNDER ITEM 874. MA-D3-1a MA-D3-1b MA-D3-1c T1006.01_HD6(TSPM).DWG11-Nov-2021 1:46 PMPlotted onNOTES: 1.SEE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS FOR TEXT AND LEGEND DIMENSIONS. 2.THE MINIMUM MOUNTING HEIGHT OF POST-MOUNTED SIGNS, MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE TOP OF CURB OR SIDEWALK, OR THE ELEVATION OF THE NEAR EDGE OF TRAVEL WAY, SHALL BE 7 FEET UNLESS OTHERWISE SPECIFIED. 3.A MINIMUM OF 3'-0" PATH OF TRAVEL CLEARANCE, EXCLUDING CURB, IS REQUIRED WHEN PLACING SIGNS. 4.ALL SIGNS NOTED AS "R&R" SHALL BE MOUNTED ON NEW P5 POSTS UNLESS OTHERWISE DETERMINED REUSABLE BY THE ENGINEER. TRAFFIC SIGN SUMMARY FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO. - 609515 27 P/F LEGEND: REFLECTORIZED PLASTIC DRUM OR 36" CONE POLICE/FLAGGER DETAIL TYPE III BARRICADE CHANGEABLE MESSAGE SIGN ARROW BOARD TEMPORARY TRAFFIC CONTROL NOTES: 1.ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS, UNLESS SUPERCEDED BY THESE PLANS. 2.ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN ACCORDANCE WITH THE MUTCD. 3.TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE START OF ANY WORK. 4.TEMPORARY CONSTRUCTION SIGNING, BARRICADES, AND ALL OTHER NECESSARY WORK ZONE TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE HIGHWAY OR COVERED WHEN THEY ARE NOT REQUIRED FOR CONTROL OF TRAFFIC. 5.SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, CHANNELIZING DEVICES, BARRIERS, AND CRASH ATTENUATORS MUST PASS THE CRITERIA SET FORTH IN THE "MANUAL FOR ASSESSING SAFETY HARDWARE" (MASH). 6.CONTRACTORS SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OF ACCESS, SUCH AS CONDUIT INSTALLATION, EXISTING PAVEMENT EXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT, AND SIMILAR OPERATIONS. 7.THE FIRST TEN PLASTIC DRUMS OF A TAPER SHALL BE MOUNTED WITH SEQUENTIAL FLASHING LIGHTS. 8.THE ADVISORY SPEED LIMIT, IF REQUIRED, SHALL BE DETERMINED BY THE ENGINEER. 9.DISTANCES ARE A GUIDE AND MAY BE ADJUSTED IN THE FIELD BY THE ENGINEER. 10.MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER (DRUMS OR CONES) IS EQUAL IN FEET TO THE SPEED LIMIT IN MPH. 11.MINIMUM LANE WIDTH IS TO BE 11 FEET UNLESS OTHERWISE SHOWN. MINIMUM LANE WIDTH TO BE MEASURED FROM THE EDGE OF DRUMS OR MEDIAN BARRIER. 12.ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS. WORK ZONE DIRECTION OF TRAFFIC IMPACT ATTENUATOR MEDIAN BARRIER MEDIAN BARRIER WITH WORK VEHICLE TRUCK MOUNTED ATTENUATOR TRAFFIC OR PEDESTRIAN SIGNAL SIGN ROAD TYPE DISTANCE BETWEEN SIGNS ** BA C * ** SUGGESTED WORK ZONE WARNING SIGN SPACING ROAD TYPE TO BE DETERMINED BY MASSDOT OFFICE OF TRANSPORTATION PLANNING. DISTANCES ARE SHOWN IN FEET. THE COLUMN HEADINGS A, B, AND C ARE THE DIMENSIONS SHOWN IN THE DETAIL/ TYPICAL SETUP FIGURES. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS. (THE "THIRD" SIGN IS THE FIRST ONE TYPICALLY ENCOUNTERED BY A DRIVER APPROACHING A TEMPORARY TRAFFIC CONTROL (TTC) ZONE.) THE "THIRD" SIGN ABOVE IS TYPICALLY REFERRED TO AS AN "ADVANCE WARNING" SIGN ON THE TTCP SETUPS. THESE ADVANCE WARNING SIGNS ARE LOCATED PRIOR TO THE PROJECT LIMITS ON ALL APPROACHES (i.e. THE W20-1 SERIES (ROAD WORK XX FT) SIGNS), AND USUALLY REMAIN FOR THE DURATION OF THE PROJECT. ADDITIONAL SIGNS (i.e. "RIGHT LANE CLOSED 1 MILE" AND "LEFT LANE CLOSED 1 MILE") HAVE BEEN SHOWN IN SOME FIGURES AS EXAMPLES OF REINFORCEMENT SIGN PLACEMENT BUT ARE USED IN RARE OCCASIONS. THE FIRST AND SECOND WARNING SIGNS ABOVE ARE REFERRED TO AS THE OPERATIONAL (DAY-TO-DAY) WORK ZONE SIGNS AND MAY BE MOVED DEPENDING ON WHERE THE SPECIFIC ROADWAY WORK FOR THAT DAY IS LOCATED. MA-R2-10a SIGNS SHALL BE PLACED BETWEEN THE SECOND AND THIRD SIGNS AS DESCRIBED ABOVE. MA-R2-10a, MA-R2-10e, AND W20-1 SERIES SIGNS ARE TO BE INCLUDED ON ALL DETAILS/TYPICAL SETUPS. LOCAL OR LOW VOLUME ROADWAYS* MOST OTHER ROADWAYS* FREEWAYS AND EXPRESSWAYS* 350 500 1,000 1,500 2,640 350 500 350 500 WHERE: MERGING TAPER TYPE OF TAPER TAPER LENGTH (L) SHIFTING TAPER SHOULDER TAPER ONE-LANE, TWO-WAY TRAFFIC TAPER DOWNSTREAM TAPER AT LEAST L AT LEAST 0.5L AT LEAST 0.33L 50 FT MIN. 100 FT MAX. 50 FT MIN. 100 FT MAX. PER LANE TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES 40 MPH OR LESS SPEED LIMIT (S)TAPER LENGTH (L) FEET 45 MPH OR MORE L= L= WS 60 WS FORMULAS FOR DETERMINING TAPER LENGTHS L = TAPER LENGTH IN FEET W = WIDTH OF OFFSET IN FEET S = POSTED SPEED LIMIT, OR OFF-PEAK 85TH-PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATED OPERATING SPEED IN MPH 2 TYPICAL PEDESTRIAN DETAILS: OPTIONAL 2-4 IN. WIDE CONTRAST EDGE MARKING YELLOW NON-SLIP PROTECTION (TYP) GRANITE CURB 6 IN REVEAL (TYP) CLEAR SPACE JOINT/GAP TREATMENT 60x60 IN. MIN. TURNING AREA PROTECTIVE EDGING 2 IN. MIN. HEIGHT DETECTABLE EDGING 6 IN. MIN. HEIGHT 1 IN. 12 IN. MIN. GRANITE CURB 6 IN REVEAL (TYP) JOINT/GAP TREATMENT PROTECTIVE EDGING 2 IN. MIN. HEIGHT 12 IN. M I N . 1 IN. 2.0 % SL O P E M A X PROTECTIVE EDGE YELLOW NON-SLIP PROTECTION (TYP) DETECTABLE WARNING PANEL DETECTABLE WARNING PANEL NOTES: 1.WHEN EXISTING PEDESTRIAN FACILITIES ARE DISRUPTED, CLOSED, OR RELOCATED IN A TTC ZONE, TEMPORARY FACILITIES SHALL BE PROVIDED AND THEY SHALL BE DETECTABLE AND INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 2.A PEDESTRIAN CHANNELIZING DEVICE THAT IS DETECTABLE BY A PERSON WITH A VISUAL DISABILITY TRAVELING WITH THE AID OF A LONG CANE SHALL BE PLACED ALONG THE FULL LENGTH OF THE TEMPORARY PEDESTRIAN ROUTE. 3.WHEN USED, TEMPORARY RAMPS SHALL COMPLY WITH AMERICANS WITH DISABILITIES ACT. 4.THE ALTERNATE PATHWAY SHOULD HAVE A SMOOTH CONTINUOUS HARD SURFACE FOR THE ENTIRE LENGTH OF THE TEMPORARY PEDESTRIAN FACILITY. 5.THE TEMPORARY SIDEWALK SHOULD BE A MINIMUM OF 4 FEET WIDE. IF THE SIDEWALK EXCEEDS 200 FEET THEN A 5 FOOT BY 5 FOOT PASSING ZONE SHALL BE PROVIDED NEAR THE MIDPOINT OF THE CLOSURE. 6.THE PROTECTIVE REQUIREMENTS OF A TTC WORK ZONE MAY HAVE AN IMPACT IN DETERMINING THE NEED FOR TEMPORARY TRAFFIC BARRIERS AND THEIR USE IN PROVIDING PEDESTRIAN DELINEATION SHOULD BE BASED ON ENGINEERING JUDGEMENT. 7.ON-DEMAND PEDESTRIAN ASSISTANCE PERSONNEL TO ASSIST WITH NAVIGATION AROUND THE CLOSURE/WORK AREA MAY BE CONSIDERED AS AN OPTION IN PLACE OF PROVIDING ADA/AAB DEVICES FOR WORK CLOSURES LASTING 4 HOURS OR LESS. 8.CONTROLS ONLY FOR PEDESTRIAN TRAFFIC ARE SHOWN; VEHICULAR TRAFFIC SHOULD BE HANDLED AS SHOWN ELSEWHERE. THESE DETAILS ARE USED IN CONJUNCTION WITH THE PROPOSED LANE CLOSURE DETAILS AND DURING CONSTRUCTION STAGING, AS DETERMINED BY THE ENGINEER. WARNING LIGHTS TEMPORARY CURB RAMP PARALLEL TO CURB TEMPORARY CURB RAMP-PERPENDICULAR TO CURB 2" MIN. TYPICAL PEDESTRIAN DEVICES: 3:1 MAX SLOPE INTO GUTTER WITHOUT EDGE PROTECTION GROUND SURFACE CURB LANDING PORTABLE WALKWAY DETECTABLE EDGING DETECTABLE WARNING PANEL WORK ZONE AREA (CLOSED) TURNING AREA EXISTING SIDEWALK AREA48 IN MIN 48 IN MIN HIGH CONTRAST COLOR ON ALL NON-SKID ADA COMPLIANT SURFACES (TYP) VARIES VARIES 48 IN MIN *** LANDING AREA CURB RAMPSEE NOTE #10 BELOW EXISTING SURFACE PORTABLE WALKWAY TEMPORARY CURB RAMP 48 IN MIN LANDING AREA DETECTABLE EDGE GROUND SURFACE CURB EXISTING SIDEWALK TURNING AREA 6 IN MAX OR TEMPORARY PEDESTRIAN FACILITY 12:1 * LANDING AREA VARIES. * -LANDING AREA USED TO OVERLAP NON-ADA COMPLIANT SURFACES. **-DETECTABLE EDGE REMOVED IF A CONTINUOUS SIDEWALK. *** -60 IN. IF AN OBSTRUCTION IS AT BACK OF SIDEWALK ** TEMPORARY CURB RAMP-TYPE 2 OR DETECTABLE EDGE 48" MIN. 48" 48" 48" 48" PEDESTRIAN CHANNELIZING DEVICE TYPE III BARRICADE PEDESTRIAN BYPASS OPTIONAL 2-4 IN. WIDE CONTRAST EDGE MARKING HAND-TRAILING EDGE DETECTION PLATE*** 2" GAP MIN.* 2" GAP MAX.** 32" MIN. 8" MIN. HEIGHT NOTES: THERE SHALL BE A 2 INCH GAP BETWEEN THE HAND-TRAILING EDGE AND ITS SUPPORT. A MAXIMUM 2 INCH GAP BETWEEN THE BOTTOM OF THE BOTTOM RAIL AND THE SURFACE MAY BE USED TO PROVIDE DRAINAGE. ** * CROSS SECTION VIEW THE HAND-TRAILING EDGE AND DETECTION PLATE SHALL BE CONTINUOUS THROUGHOUT THE LENGTH OF THE PATH SUCH THAT A PEDESTRIAN *** USER WITH A LONG CANE CAN FOLLOW IT. *** PEDESTRIAN CHANNELIZING DEVICE DRUMS/CONES PEDESTRIAN CHANNELIZING DEVICE T1006.01_HD8(TEMPORARY TRAFFIC CONTROL PLANS).DWG11-Nov-2021 8:28 AMPlotted onTYPICAL PEDESTRIAN DEVICE NOTES: -DETAIL I IS CONSIDERED AN EXAMPLE OF A SHORT TERM CLOSURE AND PEDESTRIAN ASSISTANCE {PERSONEL) TO NAVIGATE AROUND THE CLOSURE/WORK AREA COULD BE CONSIDERED AS AN OPTION IN PLACE OF PROVIDING ADA/AAB DEVICES. DETAIL II IS CONSIDERED AN EXAMPLE OF A LONG TERM CLOSURE THAT WOULD REQUIRE ADDITIONAL ADA/AAB COMPLIANT DEVICES. IF A SIDEWALK CLOSURE OR RESTRICTION LASTS FOR MORE THAN ONE {1) WORK SHIFT THEN ADA/AAB COMPLIANCE SHALL BE FOLLOWED. -WHEN EXISTING PEDESTRIAN FACILITIES ARE DISRUPTED, CLOSED, OR RELOCATED IN A TIC ZONE, TEMPORARY FACILITIES SHALL BE PROVIDED AND THEY SHALL BE DETECTABLE AND INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. -A PEDESTRIAN CHANNELIZING DEVICE THAT IS DETECTABLE BY A PERSON WITH A VISUAL DISABILITY TRAVELING WITH THE AID OF A LONG CANE SHALL BE PLACED ACROSS THE FULL WIDTH OF THE CLOSED SIDEWALK. -WHEN USED, TEMPORARY RAMPS SHALL COMPLY WITH AMERICANS WITH DISABILITIES ACT {SEE FIGURES PED-1 & PED-2). -THE ALTERNATE PATHWAY SHOULD HAVE A SMOOTH CONTINUOUS HARD SURFACE FOR THE ENTIRE LENGTH OF THE TEMPORARY PEDESTRIAN FACILITY. -THE TEMPORARY SIDEWALK SHOULD BE A MINIMUM OF 4 FEET WIDE. IF THE SIDEWALK EXEEDS 200 FEET THEN A 5 FOOT BE 5 FOOT PASSING ZONE SHALL BE PROVIDED. -THE PROTECTIVE REQUIREMENTS OF A TIC WORK ZONE MAY HAVE AN IMPACT IN DETERMINING THE NEED FOR TEMPORARY TRAFFIC BARRIERS AND THEIR USE IN PROVIDING PEDESTRIAN DELINEATION SHOULD BE BASED ON ENGINEERING JUDGMENT . -CONTROLS ONLY FOR PEDESTRIAN TRAFFIC ARE SHOWN; VEHICULAR TRAFFIC SHOULD BE HANDLED AS SHOWN ELSEWHERE. THESE DETAILS ARE USED IN CONJUNCTION WITH THE PROPOSED LANE CLOSURE DETAILS AND DURING CONSTRUCTION STAGING, AS DETERMINED BY THE ENGINEER. -AUDIBLE INFORMATION DEVICES SHOULD BE CONSIDERED WHERE MIDBLOCK CLOSINGS AND CHANGED CROSSWALK AREAS CAUSE INADEQUATE COMMUNICATION TO BE PROVIDED TO PEDESTRIANS WHO HAVE VISUAL DISABILITIES. -EXISTING AUDIBLE DEVICES NO LONGER APPLICABLE DUE TO CONSTRUCTION SHALL BE DISABLED. AUDIBLE DEVICES -FOR LONG TERM SIDEWALK CLOSURES {AT A MINIMUM OVERNIGHT) A FORM OF SPEECH MESSAGING FOR PEDESTRIANS WITH VISUAL DISABILITIES SHALL BE PROVIDED. AUDIBLE INFORMATION DEVICES SUCH AS DETECTABLE BARRIERS OR BARRICADES AND OTHER PASSIVE PEDESTRIAN ACTIVATION {MOTION ACTIVATED) DEVICES SHOULD BE CONSIDERED FOR THESE CASES. THESE AUDIBLE DEVICES CAN BE MOUNTABLE OR STAND ALONE. TEMPORARY TRAFFIC CONTROL PLANS - 1 OF 3 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 28 SINGLE LANE APPROACH CORNER CLOSURE A A A P MA-W20-7b ONE LANE ALTERNATING TRAFFIC B B W20-4 B 100 FT MAX. POLICE OFFICER AHEAD ONE LANE ROAD XXX W20-4 ONE LANE ROAD XXX MA-W20-7b POLICE OFFICER AHEAD MA-W20-7b POLICE OFFICER AHEAD W20-4 ONE LANE ROAD XXX P 100 FT MAX. 100 FT MAX. * THIS DELINEATION CAN BE REMOVED TO INCREASE CAPACITY OF THE INTERSECTION. POLICE OFFICER CAN BE REMOVED AS WELL P* SIDEWALK CLOSED TEMPORARY MARKING FOR CROSSWALK LINES (CR0SS-HATCHING OPTIONAL) 300 FT 300 FT NOTE: FOR LONG-TERM STATIONARY WORK, THE DOUBLE YELLOW CENTERLINE AND/OR LANE LINES SHOULD BE REMOVED BETWEEN THE CROSSWALK LINES. SIDEWALK CLOSED CROSS HERE AHEAD SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE PEDESTRIAN DETOUR B A WORK ZONE BUFFER A BL/2DOWNSTREAM TAPER 100 FT MAX W5-1 ROAD NARROWS W1-4R W5-1 ROAD NARROWS W1-4R W1-4L L/2 W1-4L BUFFER L/3 TWO LANE ROAD SHOULDER AND TRAVEL LANE CLOSED WORK ZONE100FT MAX. 100FT MAX. BUFFER 100-150FT MA-W20-7b POLICE OFFICER AHEAD W20-4 W13-1p ONE LANE ROAD XXX XX M.P.H. W20-4 W13-1p ONE LANE ROAD XXX XXMA-W20-7b POLICE OFFICER AHEAD P/F P/F A B AB M.P.H. TWO LANE ROAD ONE LANE ALTERNATING TRAFFIC B W5-1W21-5a RIGHT SHOULDER CLOSED ROAD NARROWS AWORK ZONE 100 FT BUFFER L/3100 FT TWO LANE ROAD SHOULDER CLOSED R9-9 R9-11aR R9-11aL SIDEWALK CLOSED CROSS HERE SIDEWALK CLOSED CROSS HERE SIDEWALK CLOSED SIDEWALK CLOSED WITHOUT DETOUR SIDEWALK CLOSED CROSS HERE AHEAD PARKING LANES CLOSED EXISTING SIDEWALK EXISTING SIDEWALK TEMPORARY CROSSWALKTEMPORARY CROSSWALK WORK ZONE TO BE ENCLOSED BY FENCING TYPE III BARRICADE PEDESTRIAN PATH W11-2 W16-7pL W11-2,W16-7pL R9-11aR TEMPORARY NO PARKING SIGN TEMPORARY NO PARKING SIGN W11-2,W16-7pL W11-2 W16-7pL SIDEWALK CLOSED CROSS HERE SIDEWALK CLOSED CROSS HERE 1 4 24" (MIN.) REFLECTORIZED DRUM TRAVEL WAY WORK AREA * - INCREASE SLOPE RATIO FOR HIGHER SPEEDS NOT TO SCALE Depth≥4" LATERAL DROP-OFF DETAIL NOT TO SCALE LIMIT OF EXCAVATION TEMPORARY BIT. CONC. PAVEMENT GRAVEL BORROW/SUBBASE DIRECTION OF TRAFFIC * - INCREASE SLOPE RATIO FOR HIGHER SPEEDS 12* 1 EXIST. PAVEMENT W8-3 OR W8-24 OR W8-15 A W8-1 LONGITUDINAL DROP-OFF DETAIL PEDESTRIAN BYPASS T1006.01_HD8(TEMPORARY TRAFFIC CONTROL PLANS).DWG11-Nov-2021 8:28 AMPlotted onTEMPORARY TRAFFIC CONTROL PLANS - 2 OF 3 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 29 C B A 1000'500'B A 1000'500'C B A A C C N OPERATIONAL SIGNING OPERATIONAL SIGNING BRIDGE STREET (ROUTE 9) HAWLEY STREET POMEROY TERRACE PLEASANT STREET C C C A C B AC BA B B B B A A A A MARKET STREET C B D C B APARSONS S TREET B A C B A D A F F E C TEMPORARY TRAFFIC CONTROL SIGN SUMMARY IDENTIFICATIO N NUMBER SIZE OF SIGN (in)TEXT DIMENSIONS (in)COLOR NUMBER OF SIGNS REQUIRED UNIT AREA (SF) TOTAL AREA (SF) WIDTH HEIGHT LEGEND LETTER HEIGHT VERTICA L SPACING ARROW RTE. MKR BACK- GROUND LEGEND BORDER MA-R2-10a 48 36 MASSDOT STANDARD SIGN FL. ORANGE WHITE BLACK BLACK BLACK BLACK 13 12.00 156.00 MA-R2-10e 36 48 FL. ORANGE WHITE BLACK BLACK BLACK BLACK 13 12.00 156.00 R9-9 24 12 SEE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS WHITE BLACK BLACK 2 2.00 4.00 R9-10 24 12 WHITE BLACK BLACK 2 2.00 4.00 R9-11L 24 18 WHITE BLACK BLACK 1 3.00 3.00 R9-11R 24 18 WHITE BLACK BLACK 1 3.00 3.00 R9-11aL 24 12 WHITE BLACK BLACK 1 2.00 2.00 R9-11aR 24 12 WHITE BLACK BLACK 1 2.00 2.00 W1-4L 36 36 FL. ORANGE BLACK BLACK 2 9.00 18.00 W1-4R 36 36 FL. ORANGE BLACK BLACK 2 9.00 18.00 W5-1 36 36 FL. ORANGE BLACK BLACK 2 9.00 18.00 W8-3 36 36 FL. ORANGE BLACK BLACK 1 9.00 9.00 W8-15 36 36 FL. ORANGE BLACK BLACK 1 9.00 9.00 W8-24 36 36 FL. ORANGE BLACK BLACK 1 9.00 9.00 W11-2 30 30 FL. ORANGE BLACK BLACK 4 6.25 25.00 W13-1p 24 24 FL. ORANGE BLACK BLACK 2 4.00 8.00 W16-7pL 24 12 FL. ORANGE BLACK BLACK 2 2.00 4.00 W16-8p 23 8 FL. ORANGE BLACK BLACK 2 1.28 2.56 W16-9p 24 12 FL. ORANGE BLACK BLACK 2 2.00 4.00 W20-1 36 36 FL. ORANGE BLACK BLACK 15 9.00 135.00 W20-4 36 36 FL. ORANGE BLACK BLACK 3 9.00 27.00 MA-W20-7b 36 36 MASSDOT STANDARD SIGN FL. ORANGE BLACK BLACK 3 9.00 27.00 W21-5a 36 36 SEE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS FL. ORANGE BLACK BLACK 1 9.00 9.00 M5-1L 21 15 FL. ORANGE BLACK BLACK 2 2.19 4.38 M5-1R 21 15 FL. ORANGE BLACK BLACK 3 2.19 6.56 STEEL PLATE AHEAD T1006.01_HD8(TEMPORARY TRAFFIC CONTROL PLANS).DWG11-Nov-2021 8:28 AMPlotted onADVANCE SIGNING SCHEMATIC N.T.S. LEGEND A B C W20-1 MA-R2-10a MA-R2-10e TEMPORARY TRAFFIC CONTROL PLANS - 3 OF 3 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 30 NOTE: "B" & "C" SIGNS ON SIDE-STREETS SHALL BE PLACED APPROXIMATELY 50' FROM PARSONS STREET, AND "A" SIGNS SHALL BE PLACED APPROXIMATELY 150' FROM PARSONS STREET. "D","E" & "F" SIGNS SHALL BE PLACED DIRECTLY UNDERNEATH A SIGNS AS MARKED ABOVE. W16-8 D E F M5-1L M5-1R 12" 4'STOP LINE (WHITE)(WHERE SHOWN)NOTES: 1.ALL 12" LINES SHALL BE APPLIED IN ONE APPLICATION, NO COMBINATION OF LINES (TWO - 6" LINES) WILL BE ACCEPTED. 2.LAYOUT OF CROSSWALKS SHALL BE APPROVED BY THE ENGINEER PRIOR TO APPLICATION. 3.CROSSWALK BARS SHALL BE PLACED OUTSIDE THE VEHICULAR WHEEL PATH WHEREVER POSSIBLE.VARIESVARIES2'-0" MAX2'-0"2'-0"24" THERMOPLASTIC WHITE LINE (TYP) CURBLINE CURBLINE DOUBLE YELLOW CENTER LINE N.T.S. CROSSWALK PAVEMENT MARKING (SEE PLANS) N.T.S. GRANITE CURB TRANSITION TO HMA BERM GRANITE CURB GUTTER LINE GRANITE TRANSITION CURB TAPER HMA BERM FROM EXISTING WIDTH TO 5" WIDE TO MEET PROP GC 6'-0" (MIN) TRANSITI O N 6'-0" (MIN) TRANSITIO N EXISTING HMA BERM * CONCRETE SHALL BE INCLUDED IN PRICE BID FOR VARIOUS GRANITE CURB ITEMS FOR 6" OFFSET FROM FACE OF CURB. PROP GRANITE CURB W/ 6" REVEAL TREATMENT VARIES (SEE PLANS)6"MIN6" MIN GRAVEL BASE COURSE GUTTER LINE 6" MIN * CEMENT CONCRETE SAWCUT EXISTING PAVEMENT HMA FOR PATCHING (MATCH EXIST TOP COURSE THICKNESS) N.T.S. GRANITE CURB IN EXISTING PAVEMENT NOTES: 1.FRAME AND COVER SHALL BE RATED FOR HL-93 LOADING. 2.MATERIAL - CAST IRON. 3.MINIMUM FRAME WEIGHT: 4 FLANGE - 295 LB 3 FLANGE - 264 LB 2"2'-9" 1'-10"8"2'-0" SECTION A-A PLAN 11 4"114"AA 2'-9"N.T.S. CATCH BASIN FRAME & GRATE (MUNICIPAL STANDARD) 2'-9" CL PROP PRECAST CONICAL SECTION (OR FLAT TOP SECTION) EXIST CATCH BASIN TAPER MORTAR ALL JOINTS MATCH EXISTING CATCH BASIN WALL THICKNESS N.T.S. CATCH BASIN REMODEL SOLAR PANEL ORIENTED FOR OPTIMAL SUNLIGHT CAPTURE NEMA ENCLOSURE FOR CONTROLLER (SIZE MAY VARY) S1-1 SIGN (TYP. SEE SPECIAL PROVISIONS) (FACING EACH DIRECTION OF TRAFFIC) DUAL RECTANGULAR YELLOW LED BEACONS IN NEMA ENCLOSURE (FACING EACH DIRECTION OF TRAFFIC) W16-7P SIGN (FACING EACH DIRECTION OF TRAFFIC) R10-25 SIGN APS PUSHBUTTON TRAFFIC SIGNAL POST & PEDESTAL ADA COMPLIANT SURFACE CONTRACTOR SHALL USE 4'-0" MIN. DEPTH FOUNDATION SIMILAR TO MASSDOT STANDARD SD3.010 (PRE-CAST OR CAST IN PLACE) CURBTRAVEL WAY 1.5%* (MAX)15' (TYP)10" (MAX) FOR SIDE REACH SEE DETAIL A 2' (MIN) TO FACE OF CURB <6' (RECOMMENDED) <10' (MAX) TO FACE OF CURB 1" (MAX) x 45° CHAMFER (TYP)7' (MIN)5'1'-8" DETAIL A: DUAL YELLOW BEACON NOTES: 1.CROSSWALK AND ADA-COMPLIANT RAMPS NOT SHOWN. SEE PLANS FOR LOCATIONS. 2.REFER TO THE SPECIAL PROVISIONS FOR SIGN DIMENSIONS. 3.ACCESS TO ALL PEDESTRIAN ACTUATED CONTROLS SHALL BE ADA/AAB COMPLIANT 4.*0.5% CONSTRUCTION TOLERANCE FOR CROSS-SLOPE 2" (MIN)PILOT LIGHT (IF REQUIRED) 5" (MIN)7" (MIN) 5" (MIN) MAJOR ITEMS LIST 2 CEMENT CONCRETE FOUNDATIONS PER 812.30.1 2 15' TRAFFIC SIGNAL POSTS & PEDESTALS 2 APS PUSHBUTTON SYSTEMS 4 DUAL RECTANGULAR YELLOW LED BEACONS IN NEMA ENCLOSURES 2 R10-25 SIGNS 4 S1-1SIGNS 2 W16-7PR SIGNS 2 W16-7PL SIGNS 2 SOLAR PANEL SYSTEMS 2 NEMA ENCLOSURES FOR ALL COMPONENTS NEEDED TO MEET FUNCTIONAL REQUIREMENTS PER SPECIAL PROVISIONS 2 BATTERY SYSTEMS PLUS ALL MOUNTING AND SUPPORTING HARDWARE AND WIRING NECESSARY TO COMPLETE A WORKING SYSTEM. N.T.S. RECTANGULAR RAPID FLASHING BEACON (RRFB)T1006.01_HD7(CONSTRUCTION DETAILS).DWG11-Nov-2021 8:28 AMPlotted on48" DIA. (MIN) 12" 24" NOTES: 1.ALL SECTIONS SHALL BE DESIGNED FOR HL-93 LOADING. 2.PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. 3.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. 4.DRAIN MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR. (2 COURSES TYP 5 COURSES MAX) 5.COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12" O.C. FOR THE FULL DEPTH OF THE STRUCTURE.DIA.VARIES12"MONOLITHICBASE SECTIONRISERSECTION(S)AS REQ'D.ECCENTRICCONE SECTION(SEE ALT.TOP SLAB)8"8" 24" DIA. ACCESS 48" DIA. (MIN)12"8"ALTERNATE TOP SLAB COMPACTED GRAVEL SEE NOTE 2 OUTLET SHELF TO BE CONCRETE FORMED AT A SLOPE OF 1" / FT SEE NOTE 3 FINISH GRADE STEPS (SEE NOTE 5) SEE NOTE 4 N.T.S. DRAIN MANHOLE NOTE: ALL CATCH BASINS SHALL CONFORM TO MASSDOT CONSTRUCTION STANDARD E 201.4.0 EXCEPT FOR 4' SUMP DEPTH AS SHOWN RCP OUTLET PIPE 4'-0"4'-0" MIN SUMPVARIESRISER SECTION BASE SECTION N.T.S. DEEP SUMP CATCH BASIN 12"1" 118" 24" 34" 26" 3" 5"5"24" 26" 281 4" 8" NOTES: 1.FRAME AND COVER SHALL BE RATED FOR HL-93 LOADING. 2.MATERIAL - CAST IRON. 3.MINIMUM MASS - 265 LBS. 4.ALL MH FRAMES AND COVERS SHALL BE ADA AND AAB COMPLIANT. 5.MANHOLE COVERS SHALL HAVE A DIAMOND PATTERN, PICK HOLES, AND THE WORD "DRAIN" OR "SEWER" CAST IN 3-INCH LETTERS. PLAN - FRAME PLAN - COVER SECTION - FRAME N.T.S. MANHOLE FRAME & COVER PAVED AREA NON-ROADWAY AREA DEPTH AND SURFACE TREATMENT VARIES (SEE PLANS) 1 1 NOTES: * EXISTING MATERIAL OBTAINED FROM EXCAVATION THAT IS DETERMINED TO BE SUITABLE, AND APPROVED BY THE ENGINEER SHALL BE USED. BACKFILL SHALL BE PLACED IN LAYERS NO MORE THAN 6" IN DEPTH AND THOROUGHLY COMPACTED. BACKFILLING TO A POINT 2' OVER THE PIPE SHALL CONTAIN NO STONES LARGER THAN 3". **SOFT OR UNSUITABLE MATERIAL EXISTING BELOW THE REQUIRED BEDDING GRADE SHALL BE REMOVED AS DIRECTED AND REPLACED WITH SAND, GRAVEL, CRUSHED STONE OR OTHER SUITABLE MATERIAL AND THOROUGHLY COMPACTED. SAWCUT CEMENT CONC COMPACTED SUBGRADE** SURFACE VARIES (SEE PVM'T NOTES) D EXISTING MATERIAL SUITABLE FOR REUSE* BOTTOM OF TRENCH N.T.S. UTILITY TRENCH D + 3' 1' (TYP)8" GRAVEL BORROW (TYPE b) SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC-19.0) COMPACTED IN 2" LIFTS TO MATCH EXISTING PAVEMENT THICKNESS MILLED PAVEMENT SURFACE 5" (MIN) CONC COVER ABOVE & BELOW N.T.S. INLET PROTECTION SILT SACK IN CATCH BASIN NOTES: 1.INSTALL SILT SACK IN EXISTING CATCH BASINS BEFORE COMMENCING WORK, AND IN NEW CATCH BASINS IMMEDIATELY AFTER INSTALLATION OF STRUCTURE. MAINTAIN UNTIL BINDER COURSE PAVING IS COMPLETE OR A PERMANENT STAND OF GRASS HAS BEEN ESTABLISHED. 2.GRATE TO BE PLACED OVER SILT SACK. 3.SILT SACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. SILTSACK CATCH BASIN GRATE EXPANSION RESTRAINT FLOW CATCH BASIN GRATE SILT SACK FLOW SECTION VIEW PLAN VIEW CONSTRUCTION DETAILS - 1 OF 5 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 31 3"SECTION B-B SECTION A-A 10'6'6' ROAD SURFACE3"SOURCE: MUTCD SECTION 3B.25 FIGURE 3B-30 NOTE: SIGNS TO BE INSTALLED PER MUTCD SECTION 2C.29 RAISED CROSSWALK SHALL BE PAID FOR UNDER ITEM 450.23 LEGEND: DIRECTION OF TRAVEL 10'6'6'6' 12"12' 12" WHITE LINE (TYP) A A B B N.T.S. SPEED TABLE (RAISED CROSSWALK) CENTER OF TRAVEL LANE CENTER OF ROADWAY DIRECTION OF TRAFFIC HOT MIX ASPHALT SECTION RAISED CROSSWALK ELEVATION ROADWAY APPROACH ELEVATION CURB LINE (0" REVEAL AT WCR OPENING BACK OF SIDEWALK SOURCE: ITE PROPOSED RECOMMENDED PRACTICE, GUIDELINES FOR THE DESIGN AND APPLICATION OF SPEED HUMPS, 2007, FIGURES 4.3 AND 4.7 PROPOSED WHEELCHAIR RAMP (SEE DETAILS) 3' x 112" KEYWAY AT PVMT TRANSITION (TYP) SECTION A-A N.T.S. PEDESTRIAN CURB RAMP TYPE E LEGEND: W =SIDEWALK WIDTH W1 =PERPENDICULAR RAMP LENGTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% NOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM LEFT TO RIGHT WHEN FACING RAMP OPENING 4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS 7.5%* ROADWAY REFERENCE POINT C RAMP OPENING A L 1.5%* 0" REVEAL EDGE OF ACCESSIBLE ROUTE SIDEWALK 1.5%* SIDEWALK 1. 5 % * 6" CURB REVEAL (TYP) 6" CURB REVEAL (TYP) L E F T S I D E T R A N S I T I O N 7. 5 % * 7.5%* 3 4" CURB REVEAL (TYP) W 6" Lw5'- 0 " ( M I N ) LE V E L 1.5%* A DETECTABLE WARNING PANEL (SEE E 107.6.5) CC = 4" 8" SIDEWALK FOUNDATIO N PLAIN CEMENT CONCRETE 0" REVEAL RIGH T SI D E TRA N SI TI O N Ld 4'-0" ( MI N) N.T.S. PEDESTRIAN CURB RAMP TYPE C LEGEND: W =SIDEWALK WIDTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% 7.5%* ROADWAY LEVEL ENTRANCE 1.5%* SECTION A-A SIDEWALK FOUNDATI O N CC = 4" 8" HSLSIDEWALK 4.5%* SIDEWALK W LOAM & SEED 1.5%* TRA N SI TI O N 3'- 0 " ( M I N ) EDGE OF ACCESSIBLE ROUTE 7.5%* 6"A A PLAIN CEMENT CONCRETE 4.5%* DETECTABLE WARNING PANEL (SEE E 107.6.5) REFERENCE POINT C RAMP OPENING L LE V E L 1. 5 % * NOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM LEFT TO RIGHT WHEN FACING RAMP OPENING 4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS PEDESTRIAN CURB RAMP DATA RAMP #BASELINE REFERENCE STATION OFFSET ROADWAY GUTTER SLOPE TRANSITION LENGTH CURB REVEAL SIDEWALK WIDTH 2 PARSONS STREET 203+63 14' RT 1.2%9'-0"0'-6"5'-0" 9 PARSONS STREET 211+24 14' RT 0.7%7'-8"0'-6"5'-0" PEDESTRIAN CURB RAMP DATA RAMP #BASELINE REFERENCE STATION OFFSET LEVEL LANDING ROADWAY GUTTER SLOPE LEFT SIDE TRANSITION RIGHT SIDE TRANSITION WIDTH (Lw) DEPTH (Ld) TRANSITION LENGTH CURB REVEAL TRANSITION LENGTH CURB REVEAL 1 PARSONS STREET 200+17 13' RT 5'-0"7'-4"1.9%6'-6"0'-6"9'-0"0'-6" 3 PARSONS STREET 203+91 14' RT 5'-0"5'-6"1.2%6'-6"0'-6"9'-0"0'-6" 13 PARSONS STREET 215+42 18' RT 5'-0"5'-8"0.5%6'-6"0'-6"7'-8"0'-6" PEDESTRIAN CURB RAMP DATA RAMP #BASELINE REFERENCE STATION OFFSET LEVEL LANDING ROADWAY GUTTER SLOPE LEFT SIDE TRANSITION RIGHT SIDE TRANSITION WIDTH (Lw) DEPTH (Ld) TRANSITION LENGTH CURB REVEAL TRANSITION LENGTH CURB REVEAL 5 PARSONS STREET 206+00 14' RT 7'-5"7'-6"1.2%6'-6"0'-6"9'-0"0'-6" 8 PARSONS STREET 210+99 14' RT 5'-0"6'-6"-0.7%6'-6"0'-6"6'-6"0'-6"T1006.01_HD7(CONSTRUCTION DETAILS).DWG11-Nov-2021 8:28 AMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 32 CONSTRUCTION DETAILS - 2 OF 5 N.T.S. PEDESTRIAN CURB RAMP TYPE B Lw 5'-0" (MIN)1.5%*WLEVEL LANDING GUTTER SLOPE 1.5%* SECTION A-A A A EDGE OF ACCESSIBLE ROUTE SIDEWALK ROADWAY SIDEWALK FOUNDATION 6" CURB REVEAL (TYP) 7.5%*7.5%* CC = 4" 8"LdLEGEND: W =SIDEWALK WIDTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% W = SIDEWALK WIDTHNOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W-6" 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM LEFT TO RIGHT WHEN FACING RAMP OPENING 4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS 5.SEE E 107.2.1 FOR ALL OTHER DETAILS SIDEWALK LEFT SID E T R A N S I T I O N 6 " RIGHT SID E T R A N S I T I O N DETECTABLE WARNING PANEL (SEE E 107.6.5) REFERENCE POINT C RAMP OPENING PLAIN CEMENT CONCRETE L1.5%*1.5% * SECTION A-A N.T.S. PEDESTRIAN CURB RAMP TYPE F LEGEND: W =SIDEWALK WIDTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% NOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM LEFT TO RIGHT WHEN FACING RAMP OPENING 4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS 7.5%* ROADWAY REFERENCE POINT C RAMP OPENING A L 1.5%* 0" REVEAL EDGE OF ACCESSIBLE ROUTE SIDEWALK1. 5 % * SIDEWALK 1.5%* 6" CURB REVEAL (TYP) 6" CURB REVEAL (TYP) RIGH T SI D E TRA N SI TI O N7.5%* 7. 5 % * 3 4" CURB REVEAL (TYP) W 6" Lw 5'-0" ( MI N) LEVE L 1. 5 % * A DETECTABLE WARNING PANEL (SEE E 107.6.5) CC = 4" 8"SIDEWALK FOUNDATION PLAIN CEMENT CONCRETE 0" REVEAL L E F T S I D E T R A N S I T I O N Ld4'- 0 " ( M I N ) N.T.S. PEDESTRIAN CURB RAMP TYPE D Lw 5'-0" (MIN)1.5%*WLEVEL LANDING 1.5%* SECTION A-A A A EDGE OF ACCESSIBLE ROUTE SIDEWALK ROADWAY SIDEWALK FOUNDATION 6" CURB REVEAL (TYP) 7.5%* 7.5%* CC = 4" 8"LdLEGEND: W =SIDEWALK WIDTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% W = SIDEWALK WIDTHNOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W-6" 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM LEFT TO RIGHT WHEN FACING RAMP OPENING 4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS 5.SEE E 107.2.1 FOR ALL OTHER DETAILS DRIVEWAY LEFT SID E T R A N S I T I O N 6" RIGHT S I D E T R A N S I T I O N DETECTABLE WARNING PANEL (SEE E 107.6.5) REFERENCE POINT C RAMP OPENING PLAIN CEMENT CONCRETE L1.5%*1.5% * 7.5%* 7.5%* PEDESTRIAN CURB RAMP DATA RAMP #BASELINE REFERENCE STATION OFFSET LEVEL LANDING ROADWAY GUTTER SLOPE LEFT SIDE TRANSITION RIGHT SIDE TRANSITION WIDTH (Lw) DEPTH (Ld) TRANSITION LENGTH CURB REVEAL TRANSITION LENGTH CURB REVEAL 4 PARSONS STREET 205+72 14' RT 5'-0"5'-6"1.2%9'-0"0'-6"9'-0"0'-6" PEDESTRIAN CURB RAMP DATA RAMP #BASELINE REFERENCE STATION OFFSET LEVEL LANDING ROADWAY GUTTER SLOPE LEFT SIDE TRANSITION RIGHT SIDE TRANSITION WIDTH (Lw) DEPTH (Ld) TRANSITION LENGTH CURB REVEAL TRANSITION LENGTH CURB REVEAL 7 PARSONS STREET 209+42 14' RT 5'-0"5'-0"-0.7%7'-8"0'-6"6'-6"0'-6" 6" CURB REVEAL (TYP) BACK CURB SIDEWALK + - GUTTER SLOPE + - GUTTER SLOPE + - GUTTER SLOPE + - GUTTER SLOPE + - T1006.01_HD7(CONSTRUCTION DETAILS).DWG12-Nov-2021 3:08 PMPlotted onCONSTRUCTION DETAILS - 3 OF 5 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 33 PEDESTRIAN CURB RAMP DATA RAMP #BASELINE REFERENCE STATION OFFSET LEVEL LANDING ROADWAY GUTTER SLOPE RAMP LENGTH (W1)WIDTH (Lw) DEPTH (Ld) 16 BRIDGE STREET 115+30 20' LT 5'-0"4'-0"-0.3%7'-0" 17 BRIDGE STREET 115+30 20' RT 5'-0"4'-0"0.3%7'-0" 18 PARSONS STREET 219+05 14' RT 5'-0"4'-0"2.1%8'-0" A A EDGE OF ACCESSIBLE ROUTE LEFT SI D E T R A N S I T I O N DETECTABLE WARNING PANEL (SEE E 107.6.5) REFERENCE POINT C RAMP OPENING PLAIN CEMENT CONCRETE 7 . 5% *W1 L 6" CURB REVEAL (TYP) 7.5%* 7.5%* LEGEND: W =SIDEWALK WIDTH W1 =PERPENDICULAR RAMP LENGTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% NOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM RIGHT TO LEFT WHEN FACING RAMP OPENING. 4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS N.T.S. PEDESTRIAN CURB RAMP TYPE L Lw 5'-0" NON-WALKING LANDSCAPED AREA GRADED TO MEET ADJOINING CURB AND SIDEWALK SURFACES NON-WALKING LANDSCAPED AREA GRADED TO MEET ADJOINING CURB AND SIDEWALK SURFACES SIDEWALK RIGHT S I D E T R A N S I T I O N L d ( 4 ' - 0 " ) W 1.5%* SECTION A-A ROADWAYSIDEWALK FOUNDATION CC = 4" 8" Ld 4'-0" (MIN) 7.5%* W1W1 1 . 5% N.T.S. PEDESTRIAN CURB RAMP TYPE K Lw 5'-0" ( M I N ) 1 . 5% *WLEVEL LANDING 1.5%* SECTION A-A A A EDGE OF ACCESSIBLE ROUTE DETECTABLE WARNING PANEL (SEE E 107.6.5) REFERENCE POINT C RAMP OPENING PLAIN CEMENT CONCRETE DRIVEWAY (SEE DRIVEWAY DETAIL 3) ROADWAY L SIDEWALK FOUNDATION PROP CURB CORNER 7.5%* 7.5%* CC = 4" 8" L d LEGEND: W =SIDEWALK WIDTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% LEFT SI D E T R A N S I T I O N RIGHT S I D E T R A N S I T I O N W = SIDEWALK WIDTH NOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W-6" 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM RIGHT TO LEFT WHEN FACING RAMP OPENING. 4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS 5.SEE E 107.2.1 FOR ALL OTHER DETAILS SIDEWALK 1 . 5% * 1 . 5% * PEDESTRIAN CURB RAMP DATA RAMP #BASELINE REFERENCE STATION OFFSET LEVEL LANDING ROADWAY GUTTER SLOPE LEFT SIDE TRANSITION RIGHT SIDE TRANSITION WIDTH (Lw) DEPTH (Ld) TRANSITION LENGTH CURB REVEAL TRANSITION LENGTH CURB REVEAL 15 BRIDGE STREET 112+37 93' RT 5'-0"6'-6"-0.7%7'-8"*6'-6"* N.T.S. PEDESTRIAN CURB RAMP TYPE H Lw 5'-0" (MIN)1.5%*WLEVEL LANDING 1.5%* SECTION A-A A A EDGE OF ACCESSIBLE ROUTE LOAM & SEED ROADWAYSIDEWALK FOUNDATION 7.5%* CC = 4" 8"Ld 4'-0" (MIN)LEGEND: W =SIDEWALK WIDTH W1 =PERPENDICULAR RAMP LENGTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5%Ld 4'-0" (MIN) NOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM RIGHT TO LEFT WHEN FACING RAMP OPENING. 4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS SIDEWALKRIGHT SIDE T R A N S I T I O N DETECTABLE WARNING PANEL (SEE E 107.6.5) REFERENCE POINT C RAMP OPENING PLAIN CEMENT CONCRETE LW1 7.5%* W1 NON-WALKING LANDSCAPED AREA GRADED TO MEET ADJOINING CURB AND SIDEWALK SURFACES EDGE OF PAVEMENT 1.5% * 7.5%* PEDESTRIAN CURB RAMP DATA RAMP #BASELINE REFERENCE STATION OFFSET LEVEL LANDING ROADWAY GUTTER SLOPE RIGHT SIDE TRANSITION WIDTH (Lw) DEPTH (Ld) TRANSITION LENGTH CURB REVEAL 12 PARSONS STREET 215+40 10' LT 5'-0"6'-0"-0.4%6'-6"0'-6" 7.5%* A EDGE OF ACCESSIBLE ROUTE LEFT SI D E T R A N S I T I O N DETECTABLE WARNING PANEL (SEE E 107.6.5) REFERENCE POINT C RAMP OPENING PLAIN CEMENT CONCRETE 7 . 5% *W1 L 6" CURB REVEAL (TYP) 7.5%* 7.5% * 1.5%* SECTION A-A ROADWAY SIDEWALK FOUNDATIO N CC = 4" 8" LEGEND: W =SIDEWALK WIDTH W1 =PERPENDICULAR RAMP LENGTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% NOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM RIGHT TO LEFT WHEN FACING RAMP OPENING. 4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS 7.5%* W1 N.T.S. PEDESTRIAN CURB RAMP TYPE J Lw 5'-0" NON-WALKING LANDSCAPED AREA GRADED TO MEET ADJOINING CURB AND SIDEWALK SURFACES NON-WALKING LANDSCAPED AREA GRADED TO MEET ADJOINING CURB AND SIDEWALK SURFACES SIDEWALK RIGHT S I D E T R A N S I T I O N SIDEWALK6"N.T.S. PEDESTRIAN CURB RAMP NOTES PEDESTRIAN CURB RAMP NOTES: 1.MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE DESIGNED TO 4.5% ±0.5% (7.5% ±0.5% FOR CURB RAMPS) 2.A MINIMUM OF 3'-0" CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 3.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 4.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 5.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5'x5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FT. 6.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY. 7.DETECTABLE WARNING PANELS ARE REQUIRED ON ALL OF THE PROPOSED PEDESTRIAN CURB RAMPS AND ARE TO BE INSTALLED IN ACCORDANCE WITH CONSTRUCTION STANDARD E 107.6.5 (OCTOBER 2017). CONTRACTOR SHALL PROVIDE 6" BETWEEN DETECTABLE WARNING PANEL AND EDGE OF CONCRETE WHERE IT ABUTS LOAM & SEED. 8.PEDESTRIAN CURB RAMP SLOPES AND CROSS SLOPES SHALL HAVE A CONSTRUCTION TOLERANCE OF ±0.5%. 9.DETECTABLE WARNING PANELS SHALL BE YELLOW IN COLOR AS APPROVED BY THE CITY. GUTTER SLOPE + - GUTTER SLOPE + - GUTTER SLOPE + - GUTTER SLOPE + - A A EDGE OF ACCESSIBLE ROUTE LEFT SIDE TRANSITION REFERENCE POINT C RAMP OPENING PLAIN CEMENT CONCRETE SIDEWALK 7 . 5% *W1 L 6" CURB REVEAL (TYP) 7.5%* 7.5% * 1.5%* SECTION A-A ROADWAYSIDEWALK FOUNDATION CC = 4" 8" LEGEND: W =SIDEWALK WIDTH W1 =PERPENDICULAR RAMP LENGTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% Ld 4'-0" (MIN) NOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM LEFT TO RIGHT WHEN FACING RAMP OPENING 4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS 7.5%* W1 N.T.S. PEDESTRIAN CURB RAMP TYPE G LEVEL LANDING 1 . 5% * Lw 5'-0" ( M I N ) L d 4 ' - 0 " (M I N )WRIGH T SI D E T R A N SI TI O N 1 . 5% * PEDESTRIAN CURB RAMP DATA RAMP #BASELINE REFERENCE STATION OFFSET LEVEL LANDING ROADWAY GUTTER SLOPE RAMP LENGTH (W1) LEFT SIDE TRANSITION RIGHT SIDE TRANSITION WIDTH (Lw) DEPTH (Ld) TRANSITION LENGTH CURB REVEAL TRANSITION LENGTH CURB REVEAL 11 PARSONS STREET 215+00 17' RT 5'-0"4'-0"-0.3%6'-8"7'-8"0'-6"6'-6"0'-6" GUTTER SLOPE + - NON-WALKING LANDSCAPED AREA GRADED TO MEET ADJOINING CURB AND SIDEWALK SURFACES NON-WALKING LANDSCAPED AREA GRADED TO MEET ADJOINING CURB AND SIDEWALK SURFACES EXIST LEVEL LANDING *CURB REVEAL VARIES IN THE AREA OF THE RAISED CROSSWALK, SEE SPORT GRADES. *CURB REVEAL VARIES IN THE AREA OF THE RAISED CROSSWALK, SEE SPORT GRADES. PEDESTRIAN CURB RAMP DATA RAMP #BASELINE REFERENCE STATION OFFSET ROADWAY GUTTER SLOPE LEFT SIDE TRANSITION RIGHT SIDE TRANSITION TRANSITION LENGTH CURB REVEAL TRANSITION LENGTH CURB REVEAL 14 BRIDGE STREET 112+26 74' RT 0.7%7'-8"*6'-6"* T1006.01_HD7(CONSTRUCTION DETAILS).DWG11-Nov-2021 8:28 AMPlotted onCONSTRUCTION DETAILS - 4 OF 5 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 34 N.T.S. PEDESTRIAN CURB RAMP TYPE B Lw 5'-0" (MIN)1.5%*W LEVEL LANDING GUTTER SLOPE 1.5%* SECTION A-A A A EDGE OF ACCESSIBLE ROUTE SIDEWALK ROADWAY SIDEWALK FOUNDATION 6" CURB REVEAL (TYP) 7.5%*7.5%* CC = 4" 8"LdLEGEND: W =SIDEWALK WIDTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% W = SIDEWALK WIDTHNOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W-6" 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM LEFT TO RIGHT WHEN FACING RAMP OPENING 4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS 5.SEE E 107.2.1 FOR ALL OTHER DETAILS SIDEWALK LEFT SID E T R A N S I T I O N RIGHT SIDE TRANSITIONDETECTABLE WARNING PANEL (SEE E 107.6.5) REFERENCE POINT C RAMP OPENING PLAIN CEMENT CONCRETE L1.5%*+ - PEDESTRIAN CURB RAMP DATA RAMP #BASELINE REFERENCE STATION OFFSET LEVEL LANDING ROADWAY GUTTER SLOPE LEFT SIDE TRANSITION RIGHT SIDE TRANSITION WIDTH (Lw) DEPTH (Ld) TRANSITION LENGTH CURB REVEAL TRANSITION LENGTH CURB REVEAL 10 PARSONS STREET 215+66 14 RT 13'-4"7'-6"-0.5%6'-6"0'-6"6'-6"0'-6" 6 PARSONS STREET 209+14 15 RT 6'-7"6'-0"-0.7%6'-6"0'-6"6'-6"0'-6" 1. 5 % * A A EDGE OF ACCESSIBLE ROUTE LEFT SID E T R A N S I T I O N DETECTABLE WARNING PANEL (SEE E 107.6.5) REFERENCE POINT C RAMP OPENING PLAIN CEMENT CONCRETE 7 . 5% *W1 L 6" CURB REVEAL (TYP) 7.5%* 7.5% * 1.5%* SECTION A-A ROADWAY SIDEWALK FOUNDATIO N CC = 4" 8" LEGEND: W =SIDEWALK WIDTH W1 =PERPENDICULAR RAMP LENGTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% NOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM RIGHT TO LEFT WHEN FACING RAMP OPENING. 4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS 7.5%* W1 N.T.S. PEDESTRIAN CURB RAMP TYPE N Lw 6'-0" NON-WALKING LANDSCAPED AREA GRADED TO MEET ADJOINING CURB AND SIDEWALK SURFACES SIDEWALK RIGHT S I D E T R A N S I T I O N 1 . 5% SIDEWALK W 6"L d ( 4 ' - 0 " ) GUTTER SLOPE + - SIDEWALK NON-WALKING LANDSCAPED AREA GRADED TO MEET ADJOINING CURB AND SIDEWALK SURFACES PEDESTRIAN CURB RAMP DATA RAMP #BASELINE REFERENCE STATION OFFSET LEVEL LANDING ROADWAY GUTTER SLOPE RAMP LENGTH (W1)WIDTH (Lw) DEPTH (Ld) 19 PARSONS STREET 219+04 21' RT 6'-0"5'-0"-2.1%7'-6"6"6" T1006.01_HD7(CONSTRUCTION DETAILS).DWG11-Nov-2021 8:28 AMPlotted onCONSTRUCTION DETAILS - 5 OF 5 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 35 N.T.S. SIDEWALK THROUGH DRIVEWAY TYPE 1 LEGEND: W =SIDEWALK WIDTH Wc =CURB WIDTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% NOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W-6" 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM LEFT TO RIGHT WHEN FACING DRIVEWAY OPENING 4.SURFACE TREATMENT VARIES; SEE PLANS A A EDGE OF ACCESSIBLE ROUTE REFERENCE POINT C RAMP OPENING L 7.5%* 7.5%* LEFT SIDE TR A N S I T I O N SIDEWALK 1.5%* SECTION A-A ROADWAYDRIVEWAY FOUNDATION CC = 6" 8" (MIN) 3'-0" (MIN) 5% TO 15 % S L O P E VARIES W6 " SIDEWALK 6" CURB REVEAL (TYP) RIGHT SIDE T R A N S I T I O N5% TO 15%SLOPE3 ' -0 " (M IN ) 1 .5% *CROSSSLOPEPATH OF TRAVEL 1" LIP MATCH EXIST D R I V E W A Y W I D T H DRIVEWAY DATA DWY #BASELINE REFERENCE STATION OFFSET DRIVEWAY SURFACE DWY WIDTH @ GUTTER ROADWAY GUTTER SLOPE WIDTH OF ACCESSIBLE ROUTE LEFT SIDE RIGHT SIDE LENGTH CURB REVEAL SW WIDTH LENGTH CURB REVEAL SW WIDTH 1 PARSONS STREET 201+27 10' RT CEM CONC 20'-2"0.8%4'-6"6'-6"0'-6"7'-0"7'-8"0'-6"7'-0" 2 PARSONS STREET 202+07 10' RT CEM CONC 21'-9"1.2%3'-0"6'-6"0'-6"5'-5"9'-0"0'-6"5'-6" 3 PARSONS STREET 202+88 10' RT CEM CONC 19'-4"1.5%3'-0"6'-6"0'-6"5'-6"9'-0"0'-6"5'-6" 4 PARSONS STREET 204+61 10' RT CEM CONC 14'-3"1.4%3'-0"3'-3"0'-3"5'-6"9'-0"0'-6"5'-6" 5 PARSONS STREET 204+87 10' RT CEM CONC 22'-10"1.1%3'-0"6'-6"0'-6"5'-6"4'-6"0'-3"5'-6" 6 PARSONS STREET 207+23 10' RT CEM CONC 24'-11"-0.8%3'-0"3'-10"0'-3"5'-6"6'-6"0'-6"5'-6" 7 PARSONS STREET 207+71 10' RT CEM CONC 54'-10"-0.8%3'-0"7'-8"0'-6"5'-6"3'-3"0'-3"5'-6" 8 PARSONS STREET 210+09 10' RT CEM CONC 15'-3"-0.3%3'-0"7'-8"0'-6"5'-6"6'-6"0'-6"5'-6" 9 PARSONS STREET 210+46 10' RT CEM CONC 17'-10"-0.2%3'-0"7'-8"0'-6"5'-6"6'-6"0'-6"5'-6" 10 PARSONS STREET 212+52 10' RT CEM CONC 27'-7"-0.3%3'-0"7'-8"0'-6"5'-6"6'-6"0'-6"5'-6" 11 PARSONS STREET 213+12 10' RT CEM CONC 18'-10"-0.5%3'-0"7'-8"0'-6"5'-6"6'-6"0'-6"5'-6" 12 PARSONS STREET 213+64 10' RT CEM CONC 19'-10"-0.5%3'-0"7'-8"0'-6"5'-6"6'-6"0'-6"5'-6" 16 HAWLEY STREET 313+67 12' RT CEM CONC 41'-11"1.5%3'-0"6'-6"0'-6"5'-6"9'-0"0'-6"5'-6" 17 HAWLEY STREET 314+47 12' RT CEM CONC 36'-6"0.4%3'-0"6'-6"0'-6"5'-6"7'-8"0'-6"5'-6" 18 HAWLEY STREET 315+11 12' RT CEM CONC 25'-5"-0.5%3'-0"7'-8"0'-6"5'-6"6'-6"0'-6"5'-6" 19 HAWLEY STREET 315+60 12' RT CEM CONC 31'-6"-0.8%3'-0"7'-8"0'-6"7'-6"6'-6"0'-6"5'-6" N.T.S. SIDEWALK THROUGH DRIVEWAY TYPE 3 LEGEND: W =SIDEWALK WIDTH Wc =CURB WIDTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% NOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W-6" 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM RIGHT TO LEFT WHEN FACING DRIVEWAY OPENING. 4.SURFACE TREATMENT VARIES; SEE PLANS A A EDGE OF ACCESSIBLE ROUTE REFERENCE POINT C RAMP OPENING L 7.5%* 7.5%* LEFT SIDE TR A N S I T I O N 1.5%* SECTION A-A ROADWAYDRIVEWAY FOUNDATION CC = 6" 8" (MIN) 3'-0" (MIN) 5% TO 15 % S L O P E VARIESW 6 " SIDEWALK 6" CURB REVEAL (TYP)5% TO15%SLOPE3 ' - 0 " (M IN ) 1 .5% *CROSSSLOPEPATH OF TRAVEL 1" LIP MATCH EXIST D R I V E W A Y W I D T H 2' 2' DRIVEWAY DATA DWY #BASELINE REFERENCE STATION OFFSET DRIVEWAY SURFACE DWY WIDTH @ GUTTER ROADWAY GUTTER SLOPE WIDTH OF ACCESSIBLE ROUTE LEFT SIDE LENGTH CURB REVEAL SW WIDTH 13 BRIDGE STREET 112+48 80' RT CEM CONC 20'-6"-0.80%4'-6"7'-8"0'-6"4'-6" 1.5%* 1.5%* PEDESTRIAN CURB RAMP (SEE DETAIL I) DRIVEWAY DATA DWY #BASELINE REFERENCE STATION OFFSET DRIVEWAY SURFACE DWY WIDTH @ GUTTER ROADWAY GUTTER SLOPE WIDTH OF ACCESSIBLE ROUTE LEFT SIDE RIGHT SIDE LENGTH CURB REVEAL SW WIDTH LENGTH CURB REVEAL SW WIDTH 14 HAWLEY STREET 304+96 12' RT CEM CONC 31'-8"-1.60%7'-8"9'-0"0'-6"5'-0"6'-6"0'-6"11'-3" N.T.S. SIDEWALK THROUGH DRIVEWAY TYPE 4 LEGEND: W =SIDEWALK WIDTH Wc =CURB WIDTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% NOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM RIGHT TO LEFT WHEN FACING DRIVEWAY OPENING. 4.SURFACE TREATMENT VARIES; SEE PLANS A A EDGE OF ACCESSIBLE ROUTE REFERENCE POINT C RAMP OPENING L 7.5%* 7.5%* LEFT SIDE TR A N S I T I O N SIDEWALK 1.5%* SECTION A-A ROADWAYDRIVEWAY FOUNDATION CC = 6" 8" (MIN) 3'-0" (MIN) 5% TO 15 % S L O P E VARIES WSIDEWALK 6" CURB REVEAL (TYP) RIGHT SIDE T R A N S I T I O N5% TO15%SLOPE3 ' - 0 " (M IN ) 1 .5% *CROSSSLOPEPATH OF TRAVEL 1" LIP MATCH EXIST D R I V E W A Y W I D T H R=4'R=12' 7.5%* 7.5%* BACK CURB N.T.S. SIDEWALK THROUGH DRIVEWAY TYPE 2 LEGEND: W =SIDEWALK WIDTH Wc =CURB WIDTH CC = CEMENT CONCRETE * =TOLERANCE FOR CONSTRUCTION ±0.5% NOTES: 1.USABLE SIDEWALK WIDTH PER AAB = W-6" 2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" 3.ROADWAY GUTTER SLOPE MEASURED FROM RIGHT TO LEFT WHEN FACING DRIVEWAY OPENING. 4.SURFACE TREATMENT VARIES; SEE PLANS A A EDGE OF ACCESSIBLE ROUTE REFERENCE POINT C RAMP OPENING L 7.5%* 7.5%* LEFT SIDE TR A N S I T I O N SIDEWALK 1.5%* SECTION A-A ROADWAYDRIVEWAY FOUNDATION CC = 6" 8" (MIN) W W6"SIDEWALK 6" CURB REVEAL (TYP) RIGHT SIDE T R A N S I T I O NW 1" LIP MATCH EXIST D R I V E W A Y W I D T H 1.5% * DRIVEWAY DATA DWY #BASELINE REFERENCE STATION OFFSET DRIVEWAY SURFACE DWY WIDTH @ GUTTER ROADWAY GUTTER SLOPE WIDTH OF ACCESSIBLE ROUTE LEFT SIDE RIGHT SIDE LENGTH CURB REVEAL SW WIDTH LENGTH CURB REVEAL SW WIDTH 15 HAWLEY STREET 312+90 12' RT CEM CONC 23'-0"1.50%5'-0"6'-6"0'-6"5'-0"9'-0"0'-6"5'-0" 7.5%* 7.5%* LANDSCAPE AREA 7.5%* 7.5%* GUTTER SLOPE + - GUTTER SLOPE + - GUTTER SLOPE + - GUTTER SLOPE + - LANDSCAPE AREA 200+50 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 201+00 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 201+25 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 201+50 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 138.5138.0137.6137.51.5% 1.5% 1.5% 1.5%10.0% EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT CONST BL CONST BL CONST BL CONST BL 6:1 6:1 6:1 0.8% PERM EASEMENT TEMP EASEMENT TEMP EASEMENT TEMP EASEMENT TEMP EASEMENT CUT: 7.74 SF FILL: 0.00 SF CUT: 9.72 SF FILL: 0.00 SF CUT: 8.28 SF FILL: 0.00 SF CUT: 6.77 SF FILL: 0.00 SF T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:28 AMPlotted on- CROSS SECTIONS - 1 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 36 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 202+00 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 202+50 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 202+90 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 203+00 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 137.4136.9136.3136.21.5% 1.5%10.0% 1.5%15.0% EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT CONST BL CONST BL CONST BL CONST BL 1.5% 6:1 10.8% 13:1 7.3% TEMP EASEMENT TEMP EASEMENT TEMP EASEMENT TEMP EASEMENT CUT: 7.57 SF FILL: 0.00 SF CUT: 8.38 SF FILL: 0.00 SF CUT: 7.74 SF FILL: 0.00 SF CUT: 8.87 SF FILL: 0.00 SF T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:28 AMPlotted on- CROSS SECTIONS - 2 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 37 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 203+50 128 132 136 140 144 128 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 204+00 128 132 136 140 144 128 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 204+50 128 132 136 140 128 132 136 140 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 135.5134.9134.21.5% 1.5% EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT CONST BL CONST BL CONST BL 1.5% 3:1 TEMP EASEMENT TEMP EASEMENT CUT: 6.17 SF FILL: 0.00 SF CUT: 6.98 SF FILL: 0.00 SF CUT: 7.16 SF FILL: 0.00 SF T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:28 AMPlotted on- CROSS SECTIONS - 3 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 38 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 204+60 128 132 136 140 128 132 136 140 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 205+00 128 132 136 140 128 132 136 140 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 205+50 128 132 136 140 128 132 136 140 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 206+00 128 132 136 140 128 132 136 140 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 134.1133.7133.3132.71.5% 1.5%10.0% EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT CONST BL CONST BL CONST BL CONST BL 3:1 8.4% TEMP EASEMENT TEMP EASEMENT TEMP EASEMENT CUT: 0.00 SF FILL: 0.00 SF CUT: 6.93 SF FILL: 0.00 SF CUT: 8.60 SF FILL: 0.00 SF CUT: 8.64 SF FILL: 0.00 SF 1.0%1.5%5.0%T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:28 AMPlotted on- CROSS SECTIONS - 4 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 39 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 206+50 124 128 132 136 140 124 128 132 136 140 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 207+00 124 128 132 136 140 124 128 132 136 140 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 132.6132.91.5% 1.5% EXIST CITY LAYOUT EXIST CITY LAYOUT CONST BL CONST BL 3:1 3:1 TEMP EASEMENT PERM EASEMENT TEMP EASEMENT PERM EASEMENT CUT: 7.28 SF FILL: 0.00 SF CUT: 7.68 SF FILL: 0.00 SF T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:29 AMPlotted on- CROSS SECTIONS - 5 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 40 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 207+50 128 132 136 140 128 132 136 140 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 208+00 128 132 136 140 128 132 136 140 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 208+50 128 132 136 140 128 132 136 140 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 209+00 128 132 136 140 128 132 136 140 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 133.3133.7134.1134.41.5% 1.5% 1.5% EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT CONST BL CONST BL CONST BL CONST BL 3:1 3:1 3.0% 0.5% 0.5% PERM EASEMENT PERM EASEMENT TEMP EASEMENT PERM EASEMENT TEMP EASEMENT PERM EASEMENT TEMP EASEMENT PERM EASEMENT TEMP EASEMENT CUT: 7.83 SF FILL: 0.00 SF CUT: 8.11 SF FILL: 0.00 SF CUT: 10.42 SF FILL: 0.00 SF CUT: 8.63 SF FILL: 0.00 SF T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:29 AMPlotted on- CROSS SECTIONS - 6 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 41 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 209+50 128 132 136 140 144 128 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 210+00 128 132 136 140 144 128 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 210+09 128 132 136 140 144 128 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 134.8135.1135.21.5% 1.5%15.0% EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT CONST BL CONST BL CONST BL 1.5% 15.0% 3:1 5:1 PERM EASEMENT TEMP EASEMENT PERM EASEMENT TEMP EASEMENT PERM EASEMENT TEMP EASEMENT CUT: 10.95 SF FILL: 0.00 SF CUT: 7.44 SF FILL: 0.00 SF CUT: 9.26 SF FILL: 0.00 SF T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:29 AMPlotted on- CROSS SECTIONS - 7 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 42 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 210+50 128 132 136 140 144 128 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 211+50 128 132 136 140 144 128 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 212+00 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 135.4136.0136.21.5% 1.5% 1.5%15.0% EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT CONST BL CONST BL CONST BL 3:1 3:1 15.0% TEMP EASEMENT PERM EASEMENT TEMP EASEMENT TEMP EASEMENT CUT: 9.56 SF FILL: 0.00 SF CUT: 8.04 SF FILL: 0.00 SF CUT: 6.57 SF FILL: 0.00 SF 212+50 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 136.45.0%1.5% EXIST CITY LAYOUT EXIST CITY LAYOUT CONST BL TEMP EASEMENT CUT: 7.92 SF FILL: 0.00 SF T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:29 AMPlotted on- CROSS SECTIONS - 8 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 43 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 213+00 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 213+15 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 213+50 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 136.7136.7136.81.5%10.0% EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT CONST BL CONST BL CONST BL 1.5%3:1 1.5%10.0% 10.0% TEMP EASEMENT TEMP EASEMENT TEMP EASEMENT 15.0% CUT: 7.58 SF FILL: 0.00 SF CUT: 7.23 SF FILL: 0.00 SF CUT: 11.04 SF FILL: 0.00 SF 213+65 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 136.91.5%15.0% EXIST CITY LAYOUT EXIST CITY LAYOUT CONST BL 12.0% TEMP EASEMENT CUT: 8.67 SF FILL: 0.00 SF T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:29 AMPlotted on- CROSS SECTIONS - 9 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 44 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 214+00 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 214+50 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 137.0137.31.5% 1.5% 215+00 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56 EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT 215+50 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 CONST BL CONST BL 3:1 3:1137.4137.39PERM EASEMENT EXIST CITY LAYOUT EXIST CITY LAYOUT TEMP EASEMENT TEMP EASEMENT CONST BL EXIST CITY LAYOUT CONST BL EXIST CITY LAYOUT 0.8% 1.5% CUT: 18.89 SF FILL: 0.00 SF CUT: 12.56 SF FILL: 0.00 SF CUT: 7.81 SF FILL: 0.00 SF CUT: 7.90 SF FILL: 0.00 SF 1.5%10:1 7:1 2.8%T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:29 AMPlotted on- CROSS SECTIONS - 10 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 45 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 219+05 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 218+90 132 136 140 144 132 136 140 144 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 137.6137.3CONST BL CONST BL 1.5% 1.5%1.7%1.5%0.7% 4:1 1.5% CUT: 35.26 SF FILL: 0.00 SF CUT: 7.18 SF FILL: 0.46 SF T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:29 AMPlotted on- CROSS SECTIONS - 11 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 46 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 305+25 120 124 128 132 136 120 124 128 132 136 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 305+00 120 124 128 132 136 120 124 128 132 136 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 304+50 120 124 128 132 136 140 120 124 128 132 136 140 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT EXIST CITY LAYOUT CONST BL CONST BL CONST BL 1.5% 1.5% 1.5% TEMP EASEMENT TEMP EASEMENT TEMP EASEMENT CUT: 15.96 SF FILL: 0.00 SF CUT: 8.57 SF FILL: 0.71 SF CUT: 8.20 SF FILL: 0.00 SF 11.8% 7:1 T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:29 AMPlotted on- CROSS SECTIONS - 12 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 47 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 312+85 120 124 128 132 136 120 124 128 132 136 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 313+00 120 124 128 132 120 124 128 132 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 313+50 120 124 128 132 120 124 128 132 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 125.3125.1124.4EXIST CITY LAYOUTCONST BL EXIST CITY LAYOUTCONST BL EXIST CITY LAYOUTCONST BL 1.5% 1.5% 1882 CITY LAYOUT 1882 CITY LAYOUT 1882 CITY LAYOUT 5.0%1.5%1.0% 10.0% TEMP EASEMENT TEMP EASEMENT TEMP EASEMENT CUT: 12.83 SF FILL: 0.00 SF CUT: 11.34 SF FILL: 0.10 SF CUT: 15.87 SF FILL: 0.00 SF 2.5%T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:29 AMPlotted on- CROSS SECTIONS - 13 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 48 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 314+00 116 120 124 128 132 116 120 124 128 132 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 314+50 116 120 124 128 132 116 120 124 128 132 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 315+00 116 120 124 128 132 116 120 124 128 132 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 123.8123.4123.4EXIST CITY LAYOUTCONST BL EXIST CITY LAYOUTCONST BL EXIST CITY LAYOUTCONST BL 1882 CITY LAYOUT 1882 CITY LAYOUT 1882 CITY LAYOUT 5.0%1.5%6.2% 1.5% 1.5% TEMP EASEMENT TEMP EASEMENT TEMP EASEMENT CUT: 12.04 SF FILL: 0.10 SF CUT: 13.97 SF FILL: 0.00 SF CUT: 15.51 SF FILL: 0.00 SF 8.0%9.4% 13:1 T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:29 AMPlotted on- CROSS SECTIONS - 14 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 49 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 315+50 116 120 124 128 132 116 120 124 128 132 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 316+00 116 120 124 128 132 116 120 124 128 132 0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 123.8124.2EXIST CITY LAYOUTCONST BL EXIST CITY LAYOUTCONST BL 1.5% 1.5% 1882 CITY LAYOUT 1882 CITY LAYOUT 4:1 TEMP EASEMENT CUT: 9.53 SF FILL: 0.00 SF CUT: 11.11 SF FILL: 0.00 SF 6.0%10.0%T1006.01_HD10(CROSS SECTIONS).DWG11-Nov-2021 8:29 AMPlotted on- CROSS SECTIONS - 15 OF 15 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON BRIDGE STREET (ROUTE 9), PARSONS STREET & HAWLEY STREET 50 PROJECT FILE NO.609515 50 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8