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Home My WebLink AboutGosnold Street Plan Set - drainage markupsGOSNOL D S T NORRIS ST SEA STOCEAN AVEHARBOR RDCARL AVEOLD COLONY RDBREAKWATERSHORES DRCUMNER STMARSH LNESTEY AVEWALLEY CTBLAKE STCIRCUIT AVEOWEN STOCEAN STVETERANS MEMORIAL PARK ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS GRIFFIN BEAUDOIN TOWN ENGINEER 382 FALMOUTH ROAD HYANNIS, MA 02601 MARCH 2023 NINDEX 01 TITLE SHEET & INDEX 02 LEGEND & ABBREVIATIONS 03 KEY PLAN 04 GENERAL NOTES 05 TYPICAL SECTIONS 06-11 SURVEY CONTROL PLANS & EXISTING CONDITIONS 12-17 CONSTRUCTION PLANS 18-23 CURB TIE PLANS 24-29 TRAFFIC SIGNS & PAVEMENT MARKINGS PLANS 30 TRAFFIC SIGN SUMMARY 31-35 CONSTRUCTION DETAILS 36-37 TRAFFIC MANAGEMENT PLANS VICINITY MAP 1"= 500' TOWN OF BARNSTABLE, MA THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES DATED 2023, AS AMENDED, THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS, THE 2015 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS WITH MASSACHUSETTS AMENDMENTS, THE 1990 STANDARD DRAWINGS FOR SIGNS AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING, AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, WILL GOVERN. BEGIN OF PROJECT STA 10+11± END OF PROJECT STA 39+87± FINAL SUBMITTAL THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\02 - LEGEND & ABBREVIATIONS.dwg Plot Date: Mar 02,2023-3:06pmDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 02 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF LEGEND & ABBREVIATIONS 02 GENERAL SYMBOLS EXISTING PROPOSED DESCRIPTION JERSEY BARRIER CATCH BASIN CATCH BASIN CURB INLET FLAG POLE GAS PUMP MAIL BOX POST SQUARE ELECTRIC HANDHOLE FENCE GATE POST GAS GATE BORING HOLE 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 UTILITY POLE W/ FIREBOX UTILITY POLE WITH DOUBLE LIGHT UTILITY POLE W / 1 LIGHT UTILITY POLE BUSH TREE STUMP SWAMP / MARSH WATER GATE 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 CHAIN LINK OR METAL FENCE WOOD FENCE HAY BALES/SILT FENCE TREE LINE SAWCUT LINE TOP OR BOTTOM OF SLOPE LIMIT OF EDGE OF PAVEMENT OR COLD PLANE 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 TRAFFIC SYMBOLS EXISTING PROPOSED DESCRIPTION CONTROLLER PHASE ACTUATED TRAFFIC SIGNAL HEAD (SIZE AS NOTED) WIRE LOOP DETECTOR (6' x 6' TYP UNLESS OTHERWISE SPECIFIED) VIDEO DETECTION CAMERA MICROWAVE DETECTOR PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE EMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT VEHICULAR SIGNAL HEAD VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED FLASHING BEACON PEDESTRIAN SIGNAL HEAD, (TYPE AS NOTED OR AS SPECIFIED) RAILROAD SIGNAL SIGNAL POST AND BASE (ALPHA-NUMERIC DESIGNATION NOTED) MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED) HIGH MAST POLE OR TOWER SIGN AND POST SIGN AND POST (2 POSTS) MAST ARM WITH LUMINAIRE OPTICAL PRE-EMPTION DETECTOR CONTROL CABINET, GROUND MOUNTED CONTROL CABINET, POLE MOUNTED FLASHING BEACON CONTROL AND METER PEDESTAL LOAD CENTER ASSEMBLY PULL BOX 12"x12" (OR AS NOTED) ELECTRIC HANDHOLE 12"x24" (OR AS NOTED) TRAFFIC SIGNAL CONDUIT 20' 20' 1 M* RRSG JB CB FP MB EHH GG MHB UFB UPDL ULT UPL WG PM ABBREVIATIONS - GENERAL AADT ANNUAL AVERAGE DAILY TRAFFIC ABAN ABANDON ADJ ADJUST APPROX.APPROXIMATE BIT.BITUMINOUS BC BOTTOM OF CURB BD.BOUND BL BASELINE BLDG BUILDING BM BENCHMARK BO BY OTHERS BOS BOTTOM OF SLOPE BS BARE STEEL CB CATCH BASIN CBCI CATCH BASIN WITH CURB INLET CEM CEMENT CI CURB INLET CIP CAST IRON PIPE C.I.T.CHANGE IN TYPE CLF CHAIN LINK FENCE CL CENTERLINE CMP CORRUGATED METAL PIPE CRW CONCRETE RETAINING WALL CSP CORRUGATED STEEL PIPE CO.COUNTY CONC CONCRETE CONT CONTINUOUS CONST CONSTRUCTION CR GR CROWN GRADE DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DSMH DEEP SUMP MANHOLE DW STEADY DON'T WALK DWY DRIVEWAY ELEV (or EL.)ELEVATION EOP EDGE OF PAVEMENT EXIST (or EX)EXISTING F&C FRAME AND COVER F&G FRAME AND GRATE FLDSTN FIELDSTONE GAR GARAGE GD GROUND GG GAS GATE GI GUTTER INLET HMA HOT MIX ASPHALT HOR HORIZONTAL HYD HYDRANT INV INVERT IP INTERMEDIATE PRESSUE L LENGTH OF CURVE LP LIGHT POLE LP LOW PRESSURE LT LEFT MAX MAXIMUM MB MAILBOX MH MANHOLE MHB MASSACHUSETTS HIGHWAY BOUND MIN MINIMUM NIC NOT IN CONTRACT NO.NUMBER PBS PRINT BOTH SIDES PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCR PEDESTRIAN CURB RAMP PD ALDYL "A" PLASTIC P.G.L.PROFILE GRADE LINE PI POINT OF INTERSECTION PKF PICKET FENCE POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE PRF POST AND RAIL FENCE PROJ PROJECT ABBREVIATIONS - GENERAL PROP PROPOSED PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY PVMT PAVEMENT PWW PAVED WATER WAY PY YELLOW PLASTIC R RADIUS OF CURVATURE R&D REMOVE AND DISPOSE RCP REINFORCED CONCRETE PIPE REM REMOVE RET RETAIN RET WALL RETAINING WALL ROW RIGHT OF WAY R&R REMOVE AND RESET R&S REMOVE AND STACK RT RIGHT SB STONE BOUND SHLDR SHOULDER SMH SEWER MANHOLE ST STEEL ST STREET STA STATION SSD STOPPING SIGHT DISTANCE SHLO STATE HIGHWAY LAYOUT LINE SMRW STONE MASONRY RETAINING WALL SRW STONE RETAINING WALL SW SIDEWALK T TANGENT DISTANCE OF CURVE/TRUCK % TAN TANGENT TEMP TEMPORARY TC TOP OF CURB TOS TOP OF SLOPE TYP TYPICAL UGE UNDERGROUND ELECTRIC UP UTILITY POLE VAR VARIES VERT VERTICAL VC VERTICAL CURVE VCC VERTICAL CONCRETE CURB VGC VERTICAL GRANITE CURB WG WATER GATE WI WROUGHT IRON WIF WROUGHT IRON FENCE WIP WROUGHT IRON PIPE WM WATER METER/WATER MAIN ABBREVIATIONS - TRAFFIC SIGNAL CAB.CABINET CCVE CLOSED CIRCUIT VIDEO EQUIPMENT DW STEADY DON'T WALK FDW FLASHING DON'T WALK FR FLASHING CIRCULAR RED FRL FLASHING RED LEFT ARROW FRR FLASHING RED RIGHT ARROW FY FLASHING CIRCULAR AMBER FYL FLASHING AMBER LEFT ARROW FYR FLASHING AMBER RIGHT ARROW G STEADY CIRCULAR GREEN GL STEADY GREEN LEFT ARROW GR STEADY GREEN RIGHT ARROW GSL STEADY GREEN SLASH LEFT ARROW GSR STEADY GREEN SLASH RIGHT ARROW GV STEADY GREEN VERTICAL ARROW OL OVERLAP PED PEDESTRIAN PTZ PAN, TILE, ZOOM R STEADY CIRCULAR RED RL STEADY RED LEFT ARROW RR STEADY RED RIGHT ARROW TR SIG TRAFFIC SIGNAL TSC TRAFFIC SIGNAL CONDUIT W STEADY WALK Y STEADY CIRCULAR AMBER YL STEADY AMBER LEFT ARROW PAVEMENT MARKINGS SYMBOLS EXISTING PROPOSED DESCRIPTION PAVEMENT ARROW - WHITE LEGEND "ONLY" - WHITE STOP LINE CROSSWALK SOLID WHITE LINE SOLID YELLOW LINE BROKEN WHITE LINE (10' LINE SEGMENT WITH 30' GAPS) BROKEN YELLOW LINE (10' LINE SEGMENT WITH 30' GAPS) DOTTED WHITE LINE (3' LINE SEGMENT WITH 9' GAPS) DOTTED YELLOW LINE (3' LINE SEGMENT WITH 9' GAPS) DOTTED WHITE LINE EXTENSION (2' LINE SEGMENT WITH 6' GAPS) DOTTED YELLOW LINE EXTENSION (2' LINE SEGMENT WITH 6' GAPS) 12" WIDE DOTTED WHITE ROUNDABOUT ENTRY LINE (2' LINE SEGMENT WITH 2' GAPS) DOUBLE WHITE LINE DOUBLE YELLOW LINE DBYL DBWL BWL SWL CW ONLY SL DYLEx DWLEx DYL BYL DWL SYL DWREL D S C E G OT T W D D D A SEA STREETB C D E F GOSNOLD STREET HARBOR ROADCARL AVENUEBREAKWATER SHORESDRIVE (PRIVATE)OLD COLONY ROADCUMNER STREETESTEY AVENUEMARSH LANE (PRIVATE)BLAKE STREETWALLEY COURTCIRCUIT STREETOWEN STREETOCEAN STREET11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 3910+00 39+ 9 8 . 5 3 THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\03 - KEY PLAN.dwg Plot Date: Mar 09,2023-9:27amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 03 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 03KEY PLAN SHEET REFERENCE A B C D E F DRAWING TITILE:DRAWING NUMBER: SURVEY CONTROL PLANS & EXISTING CONDITIONS 06 07 08 09 10 11 CONSTRUCTION PLANS 12 13 14 15 16 17 CURB TIE PLANS 18 19 20 21 22 23 TRAFFIC SIGNS & PAVEMENT MARKINGS PLANS 24 25 26 27 28 29 120 SCALE: 1" = 120' 0 300 600 BEGIN P R O J E C T STA 10 + 1 1 ± N: 2695 6 8 1 . 2 8 1 E: 9868 1 6 . 7 9 7 EN D P R O J E C T STA 3 9 + 8 7 ± N: 2 6 9 6 3 8 8 . 0 2 1 E: 9 8 9 7 0 6 . 8 4 6 THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\04 - GENERAL NOTES.dwg Plot Date: Mar 09,2023-9:28amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 04 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 04GENERAL NOTES SURVEY NOTES: 1.THE TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON A GROUND SURVEY PERFORMED BY MERRILL ENGINEERS AND LAND SURVEYORS BETWEEN NOVEMBER 2022 AND JANUARY 2023. 2.ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. 3.THE HORIZONTAL DATUM OF THIS SURVEY IS MA MAINLAND STATE PLANE GRID NAD 1983. 4.WETLAND RESOURCE AREAS SHOWN HAVE BEEN COMPILED BASED ON OBSERVED FIELD EVIDENCE AND MASS GIS INFORMATION AND SHOULD BE CONSIDERED APPROXIMATE ONLY. 5.SUBJECT AREA IS IN THE "RB" RESIDENCE B DISTRICT AND THE AQUIFER PROTECTION DISTRICT AS DEPICTED ON THE TOWN OF BARNSTABLE ZONING MAP. 6.EXISTING UTILITIES HAVE BEEN COMPILED BASED ON OBSERVED ABOVE GROUND EVIDENCE AND AVAILABLE RECORD PLANS AND ARE TO BE CONSIDERED APPROXIMATE. MERRILL ENGINEERS AND LAND SURVEYORS DOES NOT GUARANTEE THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN OR THAT ALL EXISTING UTILITIES AND/OR SUBSURFACE STRUCTURES ARE SHOWN. 7.BUILDINGS AND PROPERTY BOUNDARIES SHOWN ARE BASED ON MASS GIS AND TOWN OF BARNSTABLE ASSESSORS RECORDS. THIS INFORMATION IS APPROXIMATE AND SHOULD BE USED AS REFERENCE ONLY. GENERAL CONSTRUCTION NOTES: 1.CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE FOLLOWING: THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES DATED 2023, AS AMENDED, THE 2017 CONSTRUCTION STANDARD DETAILS, THE 1996 CONSTRUCTION AND TRAFFIC STANDARD DETAILS (AS RELATES TO TRAFFIC STANDARD DETAILS ONLY), THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS WITH LATEST REVISIONS AND MASSACHUSETTS AMENDMENTS, THE 1990 STANDARD DRAWINGS FOR SIGNS AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. 2.IT IS THE INTENT OF THE DESIGN TO PROVIDE A MINIMUM CONSTRUCTED SIDEWALK WIDTH FOR A PATH OF TRAVEL PAST ALL OBSTRUCTIONS OF 3'-0" CLEARANCE FOR HANDICAP ACCESSIBILITY (IN ACCORDANCE WITH THE LATEST A.D.A. AND MASSDOT REQUIREMENTS). THE CONTRACTOR SHALL VERIFY THAT ALL POTENTIAL OBSTRUCTIONS HAVE BEEN ADDRESSED IN THE PLANS INCLUDING BUT NOT LIMITED TO FOUNDATIONS, SIGNS, MAILBOXES, UTILITY POLES, AND HYDRANTS SO THEY ARE LOCATED TO PROVIDE THIS MINIMUM PATH OF TRAVEL CLEARANCE AND A MINIMUM 18" TYPICAL CLEARANCE TO THE FACE OF CURB OR 12" MIN. CLEARANCE WHERE 18" IS NOT FEASIBLE OR PRACTICAL. NO UTILITY POLES OR OBSTRUCTIONS ARE PERMITTED WITHIN PEDESTRIAN CURB RAMPS. 3.THE TERM "PROPOSED" (PROP) MEANS WORK TO BE CONSTRUCTED HEREIN USING NEW MATERIALS OR WHERE APPLICABLE, REUSING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" (R&R). ALL OTHER MATERIALS SHALL BE "REMOVED AND DISCARDED" (R&D) OR DISPOSED OF OFF SITE WITH THE EXCEPTION OF MATERIALS LABELED AS "REMOVED AND STACKED" (R&S) WHICH SHALL BE TRANSPORTED AND AND STACKED AT A LOCATION DESIGNATED BY THE TOWN AND OR ENGINEER. 4.MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS, PAY ALL FEES INCLUDING POLICE DETAILS AND POST ALL BONDS, IF NECESSARY, ASSOCIATED WITH THE SAME, AND COORDINATE WITH THE OWNER AND THE ENGINEER. 5.THE CONTRACTOR SHALL NOT STORE ANY APPARATUS, MATERIALS, SUPPLIES, OR EQUIPMENT ON DRAINAGE STRUCTURES, PRIVATE PROPERTY OR WITHIN 100 FEET OF WETLANDS, UNLESS DIRECTED TO DO SO BY THE CONTRACT DOCUMENTS. 6.ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE AND ARE BASED ON THE BEST INFORMATION AVAILABLE. PRIOR TO THE START CONSTRUCTION VERIFY THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, NOTIFY THE OWNER AND THE ENGINEER PRIOR TO INSTALLING ANY PORTION OF THE SITE WORK WHICH WOULD BE AFFECTED. 7.THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS INDICATED ON THE DRAWINGS ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THE TOWN, AND "DIGSAFE" (1-888-344-7233) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK IN PREVIOUSLY UNALTERED AREAS TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR MUST RESOLVE CONFLICTS BETWEEN THE PROPOSED UTILITIES AND FIELD-LOCATED UTILITIES AND REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED, INCOMPLETELY OR INACCURATELY SHOWN. THE CONTRACTOR MUST MAINTAIN ACCURATE RECORDS OF THE LOCATION AND ELEVATION OF ALL WORK INSTALLED AND EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR THE PREPARATION OF THE AS-BUILT PLAN. 8.THE CONTRACTOR SHALL COORDINATE ALL ARRANGEMENTS FOR THE ALTERATION AND OR ADJUSTMENT OF ELECTRIC, TELEPHONE, GAS AND ANY OTHER PRIVATE UTILITY. 9.SHOULD AN EXISTING UTILITY BE FOUND TO BE IN CONFLICT WITH THE PROPOSED WORK, THE LOCATION, SIZE AND TYPE SHALL BE ACCURATELY DETERMINED WITHOUT DELAY, BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE TOWN AND OR ENGINEER FOR RESOLUTION OF THE CONFLICT. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING OR REMODELING ALL DRAINAGE, WATER, OR SEWER STRUCTURES TO THE FINISHED ELEVATION, WITHIN THE LIMITS OF THE PROJECT, UNLESS OTHERWISE NOTED. 11.THE CONTRACTOR SHALL PERFORM TEST PITS AT LOCATIONS SHOWN ON PLAN AND AS DIRECTED BY THE TOWN AND OR ENGINEER. 12.ALL WORK TO COMPLETE THIS PROJECT AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 13.THE CONTRACTOR MUST MAINTAIN ALL EXISTING UTILITIES IN WORKING ORDER AND FREE FROM DAMAGE DURING THE ENTIRE DURATION OF THE PROJECT. REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COST RELATED TO THE REPAIR OF UTILITIES. EXCAVATION REQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES MUST BE DONE BY HAND 14.COORDINATE ALL TRENCHING WORK WITHIN ROADWAYS WITH THE PROPER LOCAL & STATE AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY INCLUDING ANY LOCAL AND/OR STATE PERMITS REQUIRED FOR THE TRENCH WORK. IF THIS WORK IS REQUIRED TO OCCUR OUTSIDE THE AGREED UPON HOURS OF OPERATION FOR THE FACILITY, THE CONTRACTOR MUST PLAN ACCORDINGLY. 15.INSTALL ALL UTILITY TRENCH WORK PRIOR TO INSTALLING NEW PAVEMENT AS INDICATED ON THE DRAWINGS. 16.IMPORT ONLY CLEAN MATERIAL. MATERIAL FROM AN EXISTING OR FORMER 21E SITE AS DEFINED BY THE MASSACHUSETTS CONTINGENCY PLAN 310 CMR 40.0000 WILL NOT BE ACCEPTED . 17.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH AND MAINTAIN ALL CONTROL POINTS AND BENCHMARKS DURING CONSTRUCTION INCLUDING BENCHMARK LOCATIONS AND ELEVATIONS AT CRITICAL AREAS. COORDINATE WITH THE ENGINEER THE LOCATION OF ALL CONTROL POINTS AND BENCHMARKS. 18.SITE LAYOUT SURVEY REQUIRED FOR CONSTRUCTION MUST BE PROVIDED BY THE CONTRACTOR AND PERFORMED BY A MASSACHUSETTS' REGISTERED PROFESSIONAL LAND SURVEYOR. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE SURVEYOR FOR ALL SITE SURVEY WORK. 19.MAINTAIN ALL GRADE STAKES SET BY THE SURVEYOR. GRADE STAKES ARE TO REMAIN UNTIL A FINAL INSPECTION OF THE ITEM HAS BEEN COMPLETED BY THE ENGINEER. RE-STAKING OF PREVIOUSLY SURVEYED SITE FEATURES IS THE RESPONSIBILITY (INCLUDING COST) OF THE CONTRACTOR. 20.PROVIDE ALL CONSTRUCTION SERVICE IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS REGARDING NOISE, VIBRATION, DUST, SEDIMENTATION CONTAINMENT, AND TRENCH WORK. 21.COLLECT SOLID WASTES AND STORE IN A SECURED DUMPSTER. THE DUMPSTER MUST MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. GENERAL NOTES CONTINUED: 22.REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEAN UP AND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE. PROMPTLY REMOVE ALL DEMOLITION DEBRIS FROM THE SITE TO AN APPROVED DUMP SITE. 23.ALL TRUCKS LEAVING THE SITE MUST BE COVERED. 24.DO NOT WASH ANY CONCRETE TRUCKS ONSITE. REMOVE BY HAND ANY CEMENT OR CONCRETE DEBRIS LEFT IN THE DISTURBED AREA. 25.BURIAL OF ANY STUMPS, SOLID DEBRIS, AND/OR STONES/BOULDERS ONSITE IS PROHIBITED. 26.IMMEDIATELY CONTACT AND COORDINATE WITH THE ENGINEER AND OWNER IF ANY DEVIATION OR ALTERATION OF THE WORK PROPOSED ON THESE DRAWINGS IS REQUIRED. 27.AT THE END OF CONSTRUCTION, REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE SITE PERFORM A THOROUGH INSPECTION OF THE WORK PERIMETER. COLLECT AND REMOVE ALL MATERIALS AND BLOWN OR WATER CARRIED DEBRIS FROM THE SITE. 28.SUBSURFACE UTILITY INFORMATION SHOWN HEREON IS APPROXIMATE AND IS BASED ON A COMPILATION OF RECORD INFORMATION AND OBSERVABLE EVIDENCE. A SUBSURFACE INVESTIGATION WAS NOT PERFORMED. 29.THE CONTRACTOR SHALL PROVIDE FOR THE SAFE AND ORDERLY PASSAGE OF VEHICULAR AND PEDESTRIAN TRAFFIC IN AREAS UNDER CONSTRUCTION. 30.SHOP DRAWINGS OF ALL CASTINGS, PRECAST CONCRETE STRUCTURES, PIPE AND MANUFACTURED COMPONENTS SHALL BE SUBMITTED FOR APPROVAL BEFORE ORDERING. 31.ALL PROPOSED PAVEMENT MARKINGS SHALL MEET EXISTING MARKINGS AT THE LIMITS OF WORK. 32.DETECTABLE WARNING PANELS SHALL BE INSTALLED ON ALL PEDESTRIAN CURB RAMPS AND SHALL COMPLY WITH CONSTRUCTION STANDARD E 107.6.5. PAYMENT FOR DETECTABLE WARNING PANELS SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF THE PEDESTRIAN CURB RAMPS OR SIDEWALKS IN WHICH THEY ARE BEING INSTALLED. THE COLOR OF DETECTABLE WARNING PANELS SHALL BE FEDERAL YELLOW OR AT THE DIRECTION OF THE TOWN. 33.SEE SIGNS AND PAVEMENT MARKING PLANS FOR PROPOSED SIGNS AND DISPOSITION OF THE EXISTING SIGNS WITHIN THE PROJECT LIMITS OR AS DIRECTED BY THE TOWN. 34.DO NOT SCALE DRAWINGS UNLESS OTHERWISE NOTED. WRITTEN DIMENSIONS SHALL PREVAIL. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. 35.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).THE CONTRACTOR SHALL RESTORE ALL PUBLIC AND PRIVATE PROPERTY TO ITS PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL COST TO THE TOWN. 36.THE CONTRACTOR SHALL RESTORE ALL PUBLIC AND PRIVATE PROPERTY TO ITS PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL COST TO THE TOWN. 37.ALL EXISTING UTILITIES LINES ENCOUNTERED DURING CONSTRUCTION ARE TO REMAIN IN SERVICE. THE CONTRACTOR, AT NO ADDITIONAL COST TO THE TOWN, SHALL REPAIR ANY EXISTING SEWERS, GAS LINE, WATER MAINS, STORM DRAIN LINES, OR CULVERTS DAMAGED DURING CONSTRUCTION. 38.IN THOSE INSTANCES WHERE POWER OR TELEPHONE POLE SUPPORT IS REQUIRED, THE CONTRACTOR SHALL PROVIDE A MINIMUM 48-HOUR NOTIFICATION TO THE RESPECTIVE UTILITY COMPANY. NO ADDITIONAL PAYMENT WILL BE PROVIDED FOR TEMPORARY BRACING OF UTILITIES. 39.ALL STRUCTURES AND PIPELINES LOCATED ADJACENT TO THE TRENCH EXCAVATION SHALL BE PROTECTED AND FIRMLY SUPPORTED BY THE CONTRACTOR UNTIL THE TRENCH IS BACKFILLED. INJURY TO ANY SUCH STRUCTURE CAUSED BY, OR RESULTING FROM, THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ALL UTILITIES REQUIRING REPAIR, RELOCATION OR ADJUSTMENT AS A RESULT OF THE PROJECT SHALL BE COORDINATED THROUGH THE RESPECTIVE UTILITY AND THE TOWN. 40.THE CONTRACTOR IS TO TAKE SPECIAL CARE NOT TO DAMAGE TREES, BUSHES, PLANTS, FLOWERS, STONEWALLS, FENCES, ETC. WITHIN THE CONSTRUCTION AREA UNLESS THEY ARE NOTED TO BE REMOVED. CONTRACTOR SHALL REPLACE AT NO COST TO OWNER, ALL DAMAGED ITEMS. 41.CONTRACTOR SHALL REMOVE AND REPLACE, OR REPAIR, ALL CURBS, SIDEWALKS, PAVEMENT AND OTHER ITEMS DAMAGED BY HIS CONSTRUCTION ACTIVITIES TO AT LEAST THEIR ORIGINAL CONDITION, AND TO THE SATISFACTION OF THE TOWN AND ENGINEER. 42.ANY TRAFFIC SIGNAL EQUIPMENT (LIGHTS, CONDUITS, LOOP DETECTORS) DISTURBED SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AS DIRECTED BY THE TOWN AT THE CONTRACTOR'S EXPENSE. 43.THE CONTRACTOR SHALL INSTALL AND MAINTAIN TRAFFIC CONTROL DEVICES AS NECESSARY AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 44.THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE A TELEPHONE NUMBER WHERE THE CONTRACTOR CAN BE REACHED 24 HOURS A DAY, 7 DAYS A WEEK. 45.THE LOCATION AND LIMITS OF ALL ON-SITE WORK AND STORAGE AREAS SHALL BE REVIEWED/COORDINATED WITH, AND ACCEPTABLE TO THE TOWN. THE CONTRACTOR SHALL LIMIT ACTIVITIES TO THESE AREAS. 46.THE CONTRACTOR SHALL BE REQUIRED TO TEMPORARILY PAVE ALL DISTURBED TRAVEL WAYS, SIDEWALKS & DRIVEWAYS NOT UNDER CONSTRUCTION OR IF LEFT DURING NON WORKING HOURS AND AS REQUIRED BY THE TOWN. STORMWATER FACILITY OPERATION & MAINTENANCE (IF APPLICABLE): THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER INSPECTION AND MAINTENANCE OF ALL STORMWATER MANAGEMENT FACILITIES AS OUTLINED BELOW UNTIL SUCH TIME THAT THE ROADWAYS AND ASSOCIATED UTILITIES ARE ACCEPTED BY THE OWNER AND THE ENGINEER. 1.INSPECT AND RESTORE/CLEAN ALL FACILITIES (INLETS, MANHOLES, INFILTRATION BASINS, ETC.) OF SEDIMENT AND DEBRIS PRIOR TO THE OWNER'S ACCEPTANCE. 2.REMOVE AND DISPOSE ALL SEDIMENT AND DEBRIS AT A PRE-APPROVED LOCATION AS APPROVED BY THE TOWN. 3.REFER TO THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL INFORMATION PERTAINING TO STORMWATER FACILITY OPERATION AND MAINTENANCE REQUIREMENTS. MAINTAIN A WORKING COPY OF THE SWPPP ON SITE AT ALL TIMES. 4.INSPECT AFTER EVERY MAJOR RAINFALL EVENT FOR THE ENTIRE DURATION OF THE CONSTRUCTION PROJECT AND THE FIRST 3 MONTHS AFTER CONSTRUCTION TO ENSURE PROPER STABILIZATION AND CONSTRUCTION. 5.MAINTENANCE REQUIRED FOR DRAINAGE STRUCTURES (INLETS, MANHOLES & CATCHBASINS): ALL DRAINAGE STRUCTURES WILL BE INSPECTED BY THE CONTRACTOR TO MONITOR FOR PROPER OPERATION, COLLECTION OF LITTER OR TRASH, AND STRUCTURAL DETERIORATION. THE BASINS WILL BE CLEANED OF SEDIMENT (INCLUDING SUMPS) AS NECESSARY, AND REPAIRED WHEN REQUIRED. 6.OPERATION AND MAINTENANCE CHECKLIST AVAILABLE UPON REQUEST EROSION & SEDIMENT CONTROL (ESC) NOTES: 1.REFER TO THE STORMWATER AND POLLUTION PREVENTION PLAN (SWPPP) REGARDING ALL EROSION CONTROL MATTERS. MAINTAIN A WORKING COPY OF THE SWPPP ONSITE AT ALL TIMES. FOLLOW THE SWPPP PROTOCOL FOR SITE MAINTENANCE, INSPECTIONS AND PROPER DOCUMENTATION UNTIL THE SITE HAS BEEN ACCEPTED BY THE OWNER. AT THE COMPLETION OF THE PROJECT THE CONTRACTOR OR OWNER MUST FILE A NOTICE OF TERMINATION WITH NPDES. IN ACCORDANCE WITH NPDES REGULATIONS, THE COMPLETED SWPPP MUST INCLUDE ALL OF THE SITE EROSION CONTROL DOCUMENTATION, WEEKLY EROSION INSPECTION REPORTS COMPLETED BY THE DESIGNATED SITE PERSONNEL, AND ANY OTHER PERTINENT SITE DOCUMENTATION MUST BE RETAINED FOR A MINIMUM OF 3 YEARS FROM THE DATE OF TERMINATION. 2.THE CONTRACTOR SHALL DESIGNATE ON-SITE PERSONNEL RESPONSIBLE FOR THE DAILY INSPECTION AND MAINTENANCE OF ALL SEDIMENT AND EROSION CONTROLS AND IMPLEMENTATION OF ALL NECESSARY MEASURES TO CONTROL EROSION AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3.INSTALL ALL EROSION AND SEDIMENT CONTROL (ESC) MEASURES AS INDICATED ON DRAWINGS IN CONSULTATION WITH THE ENGINEER BEFORE ANY CONSTRUCTION ACTIVITIES BEGIN. INSPECT, MAINTAIN, REPAIR AND REPLACE EROSION CONTROL MEASURES, AS NECESSARY, DURING THE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT. THE SITE PERIMETER EROSION CONTROLS ARE THE DESIGNATED LIMIT OF WORK. INFORM ALL PERSONNEL WORKING ON THE PROJECT SITE THAT NO CONSTRUCTION ACTIVITY IS TO OCCUR BEYOND THE LIMIT OF WORK AT ANY TIME THROUGHOUT THE CONSTRUCTION PERIOD. 4.PROTECT THE ADJACENT RESOURCE AREA FROM SEDIMENTATION DURING PROJECT CONSTRUCTION UNTIL ACCEPTANCE BY THE OWNER & IN CONFORMANCE WITH THE ORDER OF CONDITIONS. 5.KEEP THE LIMIT OF CLEARING, GRADING AND DISTURBANCES TO A MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION. PHASE THE SITE WORK IN A MANNER TO MINIMIZE AREAS OF EXPOSED SOIL. IF TREES ARE TO BE CUT, CLEAR AND GRUB ONLY THOSE AREAS WHICH ARE ACTIVELY UNDER CONSTRUCTION. PROPERLY INSTALL THE SEDIMENTATION CONTROLS PRIOR TO BEGINNING ANY LAND CLEARING ACTIVITY AND/OR OTHER CONSTRUCTION RELATED WORK. 6.MONITOR LOCAL WEATHER REPORTS DURING CONSTRUCTION AND PRIOR TO SCHEDULING EARTHMOVING OR OTHER CONSTRUCTION ACTIVITIES WHICH LEAVE LARGE DISTURBED AREAS UNSTABILIZED. IF INCLEMENT WEATHER IS PREDICTED, USE BEST PROFESSIONAL JUDGEMENT AND GOOD CONSTRUCTION PRACTICES WHEN SCHEDULING CONSTRUCTION ACTIVITIES AND ENSURE THE NECESSARY EROSION CONTROL DEVICES ARE INSTALLED AND FUNCTIONING PROPERLY TO MINIMIZE EROSION FROM ANY IMPENDING WEATHER EVENTS. 7.INSPECT EROSION AND SEDIMENT CONTROL DEVICES AND STABILIZED SLOPES ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT OF .25 INCH OR GREATER. REPAIR IDENTIFIED PROBLEMS WITHIN 24 HOURS TO ENSURE EROSION AND SEDIMENT CONTROLS ARE IN GOOD WORKING ORDER. RESET OR REPLACE MATERIALS AS REQUIRED. 8.SURROUND THE PERIMETER OF SOIL STOCKPILES WITH SILT SOCK, SILT FENCE, STRAWBALES, OR A COMBINATION OF SILT FENCE WITH STRAWBALE, AS DETERMINED NECESSARY. 9.DISTURBED AREAS AND SLOPES MUST NOT BE LEFT UNATTENDED OR EXPOSED FOR EXCESSIVE PERIODS OF TIME SUCH AS THE INACTIVE WINTER SEASON. PROVIDE APPROPRIATE STABILIZATION PRACTICES ON ALL DISTURBED AREAS AS SOON AS POSSIBLE BUT NOT MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED, REINFORCE TEMPORARY AREAS HAVING A SLOPE GREATER THAN 4:1 WITH EROSION BLANKETS OR APPROVED EQUAL UNTIL THE SITE IS PROPERLY STABILIZED. TEMPORARY SWALES MAY ALSO BE REQUIRED IF DETERMINED NECESSARY IN THE FIELD BY THE ENGINEER. 10.INSTALL A CATCH BASIN SILT SACK OR APPROVED EQUIVALENT IN EACH EXISTING CATCH BASIN RECEIVING RUNOFF FROM THE SITE. UPON THE INSTALLATION OF EACH CATCH BASIN, INSTALL SILT SACK OR APPROVED EQUIVALENT. INSPECT SILT SACKS, AFTER EACH SIGNIFICANT STORM EVENT AND REMOVE AND EMPTY AS NEEDED FOR THE DURATION OF THE CONSTRUCTION PERIOD. 11.SMALL SEDIMENTATION BASINS MAY BE CONSTRUCTED ON AN AS-NEEDED BASIS DURING CONSTRUCTION TO AID IN THE CAPTURE OF SITE RUNOFF AND SEDIMENT. IT WILL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR, IN CONSULTATION WITH THE ENGINEER, TO SIZE AND CREATE THESE BASINS IN APPROPRIATE LOCATIONS. 12.CONTAIN ALL SEDIMENT ON SITE. SWEEP ALL EXITS FROM THE SITE AS NECESSARY INCLUDING ANY SEDIMENT TRACKING. SWEEP PAVED AREAS AS NEEDED TO REMOVE SEDIMENT AND POTENTIAL POLLUTANTS ACCUMULATED DURING SITE CONSTRUCTION. 13.REMOVE ACCUMULATED SEDIMENT FROM ALL TEMPORARY PRACTICES AND DISPOSE OF IN A PRE-APPROVED LOCATION. 14.TO ENSURE ALL EROSION AND SEDIMENTATION CONTROL DEVICES ARE PROPERLY MAINTAINED AND REPAIRED IN A TIMELY AND RESPONSIBLE MANNER, PROVIDE ON SITE,OR MAKE READILY AVAILABLE, THE NECESSARY EQUIPMENT AND SITE PERSONNEL DURING CONSTRUCTION HOURS FOR THE DURATION OF THE PROJECT. IF SITE WORK IS SUSPENDED DURING THE WINTER MONTHS THE CONTRACTOR MUST CONTINUE TO PROVIDE PERSONNEL AND EQUIPMENT ON SITE OR READILY AVAILABLE . 15.CONTROL DUST BY WATERING OR OTHER APPROVED METHODS AS NECESSARY, OR AS DIRECTED BY THE ENGINEER. DEWATERING (IF APPLICABLE): 1.IF THE WATER TABLE IS ENCOUNTERED DURING EXCAVATION, TEMPORARILY LOWER THE WATER TABLE BY PUMPING AS INDICATED IN THE DEWATERING SUMP DETAIL. INSTALL A DEWATERING BASIN AS INDICATED IN THE DEWATERING BAG DETAIL AND PROVIDE A DEWATERING PLAN DEPICTING PROPOSED DEWATERING LOCATION. DIRECT THE PUMP DISCHARGE TO THIS BASIN TO PREVENT SEDIMENTS FROM LEAVING THE CONSTRUCTION AREA. INSTALL ADDITIONAL BASINS IF REQUIRED. INSTALL THE BASIN AS INDICATED ON DRAWINGS IF SO NOTED, OTHERWISE INSTALL THE BASIN(S) WITHIN THE LIMIT OF DISTURBANCE INDICATED BY THE SILT FENCE OR STRAWBALES. 2.PRIOR TO ANY DEWATERING, THE DEWATERING PLAN MUST BE APPROVED BY THE ENGINEER. 3.IF DEWATERING IS NECESSARY DURING CONSTRUCTION, IMPLEMENT THE PROPER ESC MEASURES ON SITE TO PREVENT EROSION OR SEDIMENT RUNOFF. THESE MEASURES CAN INCLUDE DEWATERING BAGS, TEMPORARY STRAWBALES, SILT FENCES, SILT SOCKS AND/OR OTHER APPROVED DEVICES AS INDICATED IN THE DETAILS. EXIST EOPEXIST EOP EXIST GROUND EXIST GROUND EXIST EOP EXIST GROUND 1 FT SHOULDER VARIES (10 FT TYPICAL) VARIES (10 FT TYPICAL) 1 FT SHOULDER PAVEMENT MILL & OVERLAY PAVEMENT NOTES PROPOSED PAVEMENT MILLING & OVERLAY SURFACE:2" SUPERPAVE SURFACE COURSE 12.5 (SSC - 12.5) OVER ASPHALT EMULSION FOR TACK COAT (RS-1H) @ 0.08 GAL/SY OVER *LEVELING: VARIABLE DEPTH AS DIRECTED OVER MILLING:VARIABLE DEPTH PAVEMENT MILLING PROPOSED FULL DEPTH PATCHING SURFACE: 2" SUPERPAVE SURFACE COURSE 12.5 (SSC - 12.5) OVER ASPHALT EMULSION FOR TACK COAT (RS-1H) @ 0.07 GAL/SY OVER INTERMEDIATE:2" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC - 12.5) OVER ASPHALT EMULSION FOR TACK COAT (RS-1H) @ 0.07 GAL/SY OVER BASE: 3" SUPERPAVE BASE COURSE 37.5 (SBC - 37.5) OVER SUBBASE:4" DENSE GRADED CRUSHED STONE OVER 4" GRAVEL BORROW, TYPE B (SEE NOTE 3) PROPOSED HOT MIX ASPHALT DRIVEWAY SURFACE 11 2" SUPERPAVE SURFACE COURSE 12.5 (SSC-12.5) OVER 2" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) OVER SUBBASE:4" GRAVEL BORROW, TYPE B (SEE NOTE 3) PROPOSED HOT MIX ASPHALT SIDEWALK SURFACE:1" SUPERPAVE SURFACE COURSE 12.5 (SSC-12.5) OVER 2" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) OVER SUBBASE: 4" GRAVEL BORROW, TYPE B (SEE NOTE 3) PROPOSED CEMENT CONCRETE PEDESTRIAN CURB RAMP SURFACE:4" CEMENT CONCRETE AIR ENTRAINED (4000 PSI, 3 4", 610LB) OVER SUBBASE: 4" GRAVEL BORROW, TYPE B (SEE NOTE 3) PROPOSED LOAM & SEED SURFACE: 4" LOAM BORROW SUBBASE:VARIABLE DEPTH SUITABLE EXCAVATED MATERIAL OR ORDINARY BORROW (AS DIRECTED) NOTES: 1.ALL SAWCUTS INCLUDING THOSE IN DRIVEWAYS SHALL BE SEALED WITH A LIQUID ASPHALT SEALER PAID FOR UNDER ITEM 453. HMA JOINT SEALANT. 2.DURING EXCAVATION, MATERIALS DEEMED BY THE TOWN AND OR ENGINEER TO BE SUITABLE WILL BE RETAINED OR USED AS ORDINARY BORROW FOR FILL AREA. ANY UNSUITABLE SOILS DETERMINED BY THE CITY AND OR ENGINEER SHALL BE REMOVED AND REPLACED WITH SUITABLE SUBBASE AS IDENTIFIED ABOVE. 3.GRAVEL BORROW TYPE B SHALL ONLY BE USED WHEN NO SUITABLE EXCAVATED MATERIAL CAN BE UTILIZED AS APPROVED BY THE TOWN AND/OR ENGINEER. IF THE TOWN DETERMINES THAT THE EXISTING MATERIAL UNDERNEATH THE LIMITS OF EXCAVATION IS NOT SUITABLE AS A SUBBASE, THE THICKNESS OF THE GRAVEL BORROW (TYPE B) SUBBASE SHALL BE INCREASED TO 8" AS DIRECTED. *LEVELING COURSE TO BE PAID FOR UNDER ITEM 450.53. SUPERPAVE LEVELING COURSE - 12.5 (SLC - 12.5) AT THE DIRECTION OF THE TOWN AND OR ENGINEER **0.5%± CONSTRUCTION TOLERANCE PROP LOAM & SEED 4:1 TYP; 2:1 MAX SLOPE TO MEET EXIST GRADE VARIES (22 FT TYPICAL) PROP HMA BERM TYPE-A MODIFIED SEE SHEET 35 FOR SETTING DETAIL TRAVEL LANE (WESTBOUND) TRAVEL LANE (EASTBOUND)1 FT MIN SAWCUT 1FT MIN SAWCUT MATCH EXIST MATCH EXIST GOSNOLD STREET STA 10+11± TO STA 39+00± 6 FT HMA SIDEWALK 1 FT LEVEL 1 FT LEVEL PROP HIGH EARLY STRENGTH CEM CONC SEE SHEET 35 FOR CURB SETTING DETAIL PROP VGC TYPE VA4 N.T.S. PROP LOAM & SEED 4:1 TYP; 2:1 MAX SLOPE TO MEET EXIST GRADE 1.5%** SAWCUT ALONG PROP EOP EDGE OF PAVEMENT STA 16+66± TO STA 18+00± STA 20+06± TO STA 22+81± STA 28+53± TO STA 29+84± STA 36+69± TO STA 37+60± 40 FT± ROW 1 FT MIN LEVEL REM EXIST PAVEMENT PROP LOAM & SEED OVER 4" ORDINARY BORROW OR AS DIRECTED PROP LOAM & SEED MEET EXIST GRADE CONST BL THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\05 - TYPICAL SECTIONS.dwg Plot Date: Mar 09,2023-9:29amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 05 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 05TYPICAL SECTIONS GOSNOLD STREETSEA STREETNORRIS S T R E E T HARBOR ROADSTA 10+00 GOSNOLD STREET B = STA 45+50.00 SEA STREET B STA 14+43.50 GOSNOLD STREET B = STA 50+00.00 HARBOR ROAD B L L L LAPPROX. P (TYP)LAPPROX. P (TYP)LCONST BL1112 13 14 15PC +20. 7 5 PT +57.26 10+00 PC +10.65 PT +29.0550+00 50+6045+0046+00L1 C1 L4L5L6C3TOWN L.O. TOWN L.O. S74°34'25"W 917.94' N31°27'54"E 24.04' N87°40'31"E 13.37' 106 MAG N:2695660.07 E:986793.16 EL:23.46 L2 GOSNOLD STREET CONSTRUCTION BASELINE DATA NUMBER L1 C1 L2 STARTING STATION 10+00.00 10+20.75 10+57.26 NORTHING 2695680.834 2695681.675 2695686.834 EASTING 986805.773 986826.504 986862.587 CURVE DATA R=180.00' Δ 11°37'20" L=36.51' T=18.32' LINE DATA N87°40'31"E 20.75' N76°03'10"E 2896.54' ENDING STATION 10+20.75 10+57.26 39+53.80 NORTHING 2695681.675 2695686.834 2696384.976 EASTING 986826.504 986862.587 989673.728 SEA STREET CONSTRUCTION BASELINE DATA NUMBER L4 STARTING STATION 45+00.00 NORTHING 2695630.875 EASTING 986807.801 CURVE DATA LINE DATA N2°19'29"W 100.00' ENDING STATION 46+00.00 NORTHING 2695730.793 EASTING 986803.744 HARBOR ROAD CONSTRUCTION BASELINE DATA NUMBER L5 C3 L6 STARTING STATION 50+00.00 50+10.65 50+29.05 NORTHING 2695779.928 2695769.593 2695751.613 EASTING 987237.439 987240.006 987243.890 CURVE DATA R=300.00' Δ 3°30'50" L=18.40' T=9.20' LINE DATA S13°56'50"E 10.65' S10°26'00"E 30.95' ENDING STATION 50+10.65 50+29.05 50+60.00 NORTHING 2695769.593 2695751.613 2695721.173 EASTING 987240.006 987243.890 987249.495 THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\06 - SURVEY CONTROL PLANS.dwg Plot Date: Mar 09,2023-9:31amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 06 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 06SURVEY CONTROL PLANS - 01 CONTINUED ONSHEET NO. 0720 SCALE: 1" = 20' 0 50 100 GOSNOLD STREET CARL AVENUEBREAKWATER SHORESDRIVE (PRIVATE)OLD COLONYROADSTA 16+85 GOSNOLD STREET B = STA 52+00.00 CARL AVENUE B STA 19+44 GOSNOLD STREET B = STA 54+00.00 OLD COLONY ROAD B STA 19+66 GOSNOLD STREET B = STA 56+00.00 BREAKWATER SHORES DRIVE B APPROX. P (TYP)LAPPROX. P (TYP)LL L L L L L CONST BL PC +05.53 PT +29.36 56+00 56+60PC +06.00 PT +22.4552+00 52+6015 16 17 18 19 20PC +09.98PT +68.1954+00 55+00L7L8C4L9L10C5L11L12C6TOWN L.O. TOWN L.O. S13°56'50"E 13.46' N77°37'28"E 43.00' 104 MAG N:2695904.24 E:987678.02 EL:17.02 L2 CARL AVENUE CONSTRUCTION BASELINE DATA NUMBER L7 C4 L8 STARTING STATION 52+00.00 52+06.00 52+22.45 NORTHING 2695838.136 2695832.314 2695816.173 EASTING 987471.819 987473.265 987476.403 CURVE DATA R=160.00' Δ 5°53'27" L=16.45' T=8.23' LINE DATA S13°56'50"E 6.00' S8°03'22"E 37.55' ENDING STATION 52+06.00 52+22.45 52+60.00 NORTHING 2695832.314 2695816.173 2695778.993 EASTING 987473.265 987476.403 987481.666 OLD COLONY ROAD CONSTRUCTION BASELINE DATA NUMBER L9 C5 L10 STARTING STATION 54+00.00 54+09.98 54+68.19 NORTHING 2695900.562 2695910.252 2695967.890 EASTING 987723.184 987720.777 987720.726 CURVE DATA R=120.00' Δ 27°47'30" L=58.21' T=29.69' LINE DATA N13°56'50"W 9.98' N13°50'40"E 31.81' ENDING STATION 54+09.98 54+68.19 55+00.00 NORTHING 2695910.252 2695967.890 2695998.774 EASTING 987720.777 987720.726 987728.337 BREAKWATER SHORES DRIVE CONSTRUCTION BASELINE DATA NUMBER L11 C6 L12 STARTING STATION 56+00.00 56+05.53 56+29.36 NORTHING 2695905.864 2695900.494 2695876.893 EASTING 987744.535 987745.869 987745.991 CURVE DATA R=50.00' Δ 27°18'08" L=23.83' T=12.14' LINE DATA S13°56'50"E 5.53' S13°21'19"W 30.64' ENDING STATION 56+05.53 56+29.36 56+60.00 NORTHING 2695900.494 2695876.893 2695847.081 EASTING 987745.869 987745.991 987738.913 GOSNOLD STREET CONSTRUCTION BASELINE DATA NUMBER L2 STARTING STATION 10+57.26 NORTHING 2695686.834 EASTING 986862.587 CURVE DATA LINE DATA N76°03'10"E 2896.54' ENDING STATION 39+53.80 NORTHING 2696384.976 EASTING 989673.728 THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\06 - SURVEY CONTROL PLANS.dwg Plot Date: Mar 09,2023-9:31amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 07 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 07SURVEY CONTROL PLANS - 02 CONTINUED ONSHEET NO. 0820 SCALE: 1" = 20' 0 50 100CONTINUED ONSHEET NO. 06 GOSNOLD STREET CUMNER STREETSTA 22+11.71 GOSNOLD STREET B = STA 58+00.00 CUMNER STREET B APPROX. P (TYP)LAPPROX. P (TYP)LL L CONST BL 58+0058+6021 22 23 24 25 26L2 L13TOWN L.O. TOWN L.O. S76°02'20"W 846.80' GOSNOLD STREET CONSTRUCTION BASELINE DATA NUMBER L2 STARTING STATION 10+57.26 NORTHING 2695686.834 EASTING 986862.587 CURVE DATA LINE DATA N76°03'10"E 2896.54' ENDING STATION 39+53.80 NORTHING 2696384.976 EASTING 989673.728 CUMNER STREET CONSTRUCTION BASELINE DATA NUMBER L13 STARTING STATION 58+00.00 NORTHING 2695965.088 EASTING 987983.004 CURVE DATA LINE DATA S12°47'55"E 60.00' ENDING STATION 58+60.00 NORTHING 2695906.579 EASTING 987996.295 THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\06 - SURVEY CONTROL PLANS.dwg Plot Date: Mar 09,2023-9:31amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 08 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 08SURVEY CONTROL PLANS - 03 CONTINUED ONSHEET NO. 0920 SCALE: 1" = 20' 0 50 100CONTINUED ONSHEET NO. 07 GOSNOLD STREETMARSH LANE(PRIVATE)ESTEY AVENUEBLAKE STREETSTA 27+67.50 GOSNOLD STREET B = STA 60+00.00 MARSH LANE B STA 29+03 GOSNOLD STREET B = STA 62+00.00 ESTEY AVENUE B STA 31+26 GOSNOLD STREET B = STA 64+00.00 BLAKE STREET B APPROX. P (TYP)L APPROX. P (TYP)LL L L L L L CONST BL PC +04.68 PT +21.8164+00 64+60PC +03.90 PT +30.3662+00 62+8026 27 28 29 30 31PC +11.77PT +29.3760+00 60+60L14L15C7L16L17C8L18L19C9TOWN L.O. TOWN L.O. S76°11'18"W 554.87' S13°56'50"E 13.66' N76°48'24"E 19.66' 103 MAG N:2696108.54 E:988499.81 EL:12.31 L2 MARSH LANE CONSTRUCTION BASELINE DATA NUMBER L14 C7 L15 STARTING STATION 60+00.00 60+11.77 60+29.37 NORTHING 2696099.047 2696110.471 2696127.713 EASTING 988522.404 988519.567 988516.082 CURVE DATA R=200.00' Δ 5°02'28" L=17.60' T=8.80' LINE DATA N13°56'50"W 11.77' N8°54'22"W 30.63' ENDING STATION 60+11.77 60+29.37 60+60.00 NORTHING 2696110.471 2696127.713 2696157.976 EASTING 988519.567 988516.082 988511.340 ESTEY AVENUE CONSTRUCTION BASELINE DATA NUMBER L16 C8 L17 STARTING STATION 62+00.00 62+03.90 62+30.36 NORTHING 2696131.706 2696127.921 2696101.663 EASTING 988653.911 988654.851 988656.905 CURVE DATA R=80.00' Δ 18°56'59" L=26.46' T=13.35' LINE DATA S13°56'50"E 3.90' S5°00'09"W 49.64' ENDING STATION 62+03.90 62+30.36 62+80.00 NORTHING 2696127.921 2696101.663 2696052.211 EASTING 988654.851 988656.905 988652.576 BLAKE STREET CONSTRUCTION BASELINE DATA NUMBER L18 C9 L19 STARTING STATION 64+00.00 64+04.68 64+21.81 NORTHING 2696185.455 2696180.910 2696163.907 EASTING 988870.337 988871.466 988872.694 CURVE DATA R=50.00' Δ 19°37'49" L=17.13' T=8.65' LINE DATA S13°56'50"E 4.68' S5°41'00"W 38.19' ENDING STATION 64+04.68 64+21.81 64+60.00 NORTHING 2696180.910 2696163.907 2696125.909 EASTING 988871.466 988872.694 988868.912 GOSNOLD STREET CONSTRUCTION BASELINE DATA NUMBER L2 STARTING STATION 10+57.26 NORTHING 2695686.834 EASTING 986862.587 CURVE DATA LINE DATA N76°03'10"E 2896.54' ENDING STATION 39+53.80 NORTHING 2696384.976 EASTING 989673.728 THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\06 - SURVEY CONTROL PLANS.dwg Plot Date: Mar 09,2023-9:31amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 09 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 09SURVEY CONTROL PLANS - 04 CONTINUED ONSHEET NO. 1020 SCALE: 1" = 20' 0 50 100CONTINUED ONSHEET NO. 08 GOSNOLD STREET BLAKE STREETWALLEYCOURTCIRCUITSTREETOWEN STREETSTA 33+29 GOSNOLD STREET B = STA 66+00.00 WALLEY COURT B STA 35+56 GOSNOLD STREET B = STA 68+00.00 CIRCUIT AVENUE B STA 36+29.22 GOSNOLD STREET B = STA 70+00.00 OWEN STREET B APPROX. P (TYP)LAPP R O X . P ( T Y P ) L STA 31+26 GOSNOLD STREET B = STA 64+00.00 BLAKE STREET B L L L L L L L L CONST BL PC +04.68 PT +21.8164+00 64+60PC +25.99PT +57.3868+0068+9031 32 33 34 35 36 70+0070+60PC +11.93 PT +29.0266+0066+60L18L19C9L20L21C10L22L23C11L24TOWN L.O. TOWN L.O. S76°16'50"W 725.38' S13°56'50"E 12.35' N76°18'08"E 26.27' 102 MAG N:2696241.01 E:989038.64 EL:9.56 L2 BLAKE STREET CONSTRUCTION BASELINE DATA NUMBER L18 C9 L19 STARTING STATION 64+00.00 64+04.68 64+21.81 NORTHING 2696185.455 2696180.910 2696163.907 EASTING 988870.337 988871.466 988872.694 CURVE DATA R=50.00' Δ 19°37'49" L=17.13' T=8.65' LINE DATA S13°56'50"E 4.68' S5°41'00"W 38.19' ENDING STATION 64+04.68 64+21.81 64+60.00 NORTHING 2696180.910 2696163.907 2696125.909 EASTING 988871.466 988872.694 988868.912 WALLEY COURT CONSTRUCTION BASELINE DATA NUMBER L20 C10 L21 STARTING STATION 66+00.00 66+11.93 66+29.02 NORTHING 2696234.384 2696245.959 2696262.656 EASTING 989067.352 989064.477 989060.832 CURVE DATA R=300.00' Δ 3°15'52" L=17.09' T=8.55' LINE DATA N13°56'50"W 11.93' N10°40'58"W 30.98' ENDING STATION 66+11.93 66+29.02 66+60.00 NORTHING 2696245.959 2696262.656 2696293.100 EASTING 989064.477 989060.832 989055.089 CIRCUIT AVENUE CONSTRUCTION BASELINE DATA NUMBER L22 C11 L23 STARTING STATION 68+00.00 68+25.99 68+57.38 NORTHING 2696289.097 2696263.873 2696232.725 EASTING 989287.660 989293.924 989296.623 CURVE DATA R=100.00' Δ 17°59'14" L=31.39' T=15.83' LINE DATA S13°56'50"E 25.99' S4°02'24"W 32.62' ENDING STATION 68+25.99 68+57.38 68+90.00 NORTHING 2696263.873 2696232.725 2696200.189 EASTING 989293.924 989296.623 989294.326 OWEN STREET CONSTRUCTION BASELINE DATA NUMBER L24 STARTING STATION 70+00.00 NORTHING 2696306.744 EASTING 989358.717 CURVE DATA LINE DATA N14°01'34"W 60.00' ENDING STATION 70+60.00 NORTHING 2696364.955 EASTING 989344.175 GOSNOLD STREET CONSTRUCTION BASELINE DATA NUMBER L2 STARTING STATION 10+57.26 NORTHING 2695686.834 EASTING 986862.587 CURVE DATA LINE DATA N76°03'10"E 2896.54' ENDING STATION 39+53.80 NORTHING 2696384.976 EASTING 989673.728 THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\06 - SURVEY CONTROL PLANS.dwg Plot Date: Mar 09,2023-9:31amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 10 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 10SURVEY CONTROL PLANS - 05 CONTINUED ONSHEET NO. 1120 SCALE: 1" = 20' 0 50 100CONTINUED ONSHEET NO. 09 GOSNOLD STREET OCEAN STREETSTA 39+98.53 GOSNOLD STREET B = STA 75+60.00 OCEAN STREET BAPPROX. P (TYP)LAPPROX. P (TYP)LCONST BL STA 36+29.22 GOSNOLD STREET B = STA 70+00.00 OWEN STREET BL L 36 37 38 39 PC +53.80 PT +92.18 39+98.5376 75+0076+2070+0070+60L3 C2L24 L25L L TOWN L.O. TOWN L.O. S76°16'50"W 725.38' S87° 4 3 ' 0 9 " E 93.76 ' N83°57'16"W 22.29' S43°57'51"W 36.27' 100 MAG N:2696413.04 E:989743.32 EL:10.06 101 MAG N:2696409.31 E:989837.01 EL:11.25 L2OWEN STREETOWEN STREET CONSTRUCTION BASELINE DATA NUMBER L24 STARTING STATION 70+00.00 NORTHING 2696306.744 EASTING 989358.717 CURVE DATA LINE DATA N14°01'34"W 60.00' ENDING STATION 70+60.00 NORTHING 2696364.955 EASTING 989344.175 GOSNOLD STREET CONSTRUCTION BASELINE DATA NUMBER L2 C2 L3 STARTING STATION 10+57.26 39+53.80 39+92.18 NORTHING 2695686.834 2696384.976 2696387.607 EASTING 986862.587 989673.728 989711.827 CURVE DATA R=110.00' Δ 19°59'34" L=38.38' T=19.39' LINE DATA N76°03'10"E 2896.54' S83°57'16"E 6.35' ENDING STATION 39+53.80 39+92.18 39+98.53 NORTHING 2696384.976 2696387.607 2696386.938 EASTING 989673.728 989711.827 989718.144 THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\06 - SURVEY CONTROL PLANS.dwg Plot Date: Mar 09,2023-9:31amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 11 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 11SURVEY CONTROL PLANS - 06 20 SCALE: 1" = 20' 0 50 100CONTINUED ONSHEET NO. 10 11 12 13 14 15 10+00 PC +20. 7 5 PT +57.26 PC +10.65 PT +29.0545+0046+0050+0050+60GOSNOLD STREETSEA STREETNORRIS STREET HARBOR ROADSTA 10+00 GOSNOLD STREET B = STA 45+50.00 SEA STREET B STA 14+43.50 GOSNOLD STREET B = STA 50+00.00 HARBOR ROAD B L L L LAPPROX. P (TYP)LAPPROX. P (TYP)LCONST BL PROP 6 FT HMA SW PROP SAWCUT (TYP) PROP SAWCUT (TYP) R&R VGC FROM STA 10+30± TO STA 10+45± PROP VGC (TYP) PROP HMA DWY PROP 6 FT HMA SW PROP HMA DWY 3IN CURB REVEAL PROP HMA BERM TYPE A MODIFIED (TYP) RET EXIST CEM CONC PRC R&R BRICK WALK AS DIRECTED PROP L I M I T O F W O R K MEET E X I S T I N G STA 10 + 1 1 ± E: 2695 6 8 1 . 2 8 1 N: 9868 1 6 . 7 9 7 PROP LIMIT OF WORKMEET EXISTINGSTA 50+23±PROP CEM CONC PRC (TYP) MEET EXIST WALK (TYP) PROP VGC (TYP) PROP HMA DWY PROP HMA DWY PROP HMA BERM TYPE A MODIFIED (TYP) PROP 6 FT HMA SW 01 01 02 03 04 05 02 PROP GRANITE CURB CORNER TYPE A PROP PAVEMENT MILL & OVERLAY RET HYD (TYP) RET EXIST CEM CONC PRC PROP SAWCUT MEET EXIST PCR REMODEL CB TOWN L.O. TOWN L.O.PROP SAWCUT11.0'11.0'11.0'11.0'BEGIN HMA BERM STA 10+23± RET COBBLE STONE CURB RET COBBLE STONE CURB REM EXIST PAVEMENT PROP LOAM & SEED (TYP) REM EXIST PAVEMENT PROP LOAM & SEED (TYP) REM EXIST PAVEMENT PROP LOAM & SEED (TYP) PROP HMA WALK MEET EXIST BRICK THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\07 - CONSTRUCTION PLANS.dwg Plot Date: Mar 09,2023-10:00amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 12 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 20 SCALE: 1" = 20' 0 50 100 12CONSTRUCTION PLANS - 01 CONTINUED ONSHEET NO. 13LEGEND PEDESTRIAN CURB RAMP NUMBER DRIVEWAY NUMBER # # NOTES: 1.ALL PROPOSED CURVED VERTICAL GRANITE CURB SHALL BE NEW VERTICAL GRANITE CURB TYPE VA-4. 2.ALL EXISTING GRANITE CURB SHALL BE REMOVED AND DISCARDED, UNLESS OTHERWISE NOTED ON PLANS, OR AS DIRECTED BY THE TOWN AND OR ENGINEER. 3.DETECTABLE WARNING PANELS SHALL BE FEDERAL YELLOW IN COLOR. 4.PROPOSED LIMIT OF SLOPE AND TREATMENTS AT THE BACK OF SIDEWALK SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD AT THE DIRECTION OF THE TOWN. 5.LOCATION AND LIMITS OF FULL DEPTH RECONSTRUCTION SHALL BE DETERMINED BY THE TOWN AND/OR ENGINEER DURING CONSTRUCTION. 6.ALL EXISTING CATCH BASINS, DRAINAGE MANHOLES, SEWER MANHOLES, WATER SERVICES, AND WATER GATES WITHIN LIMITS OF THE PROJECT SHALL BE ADJUSTED, UNLESS OTHERWISE NOTED ON PLANS, OR AS DIRECTED BY THE TOWN AND OR ENGINEER. 7.RETAIN ALL EXISTING UTILITY POLES WITHIN LIMITS OF THE PROJECT, PROPOSED BULB OUT AT BACK OF SIDEWALK WHERE REQUIRED TO PROVIDE A 3FT MINIMUM CLEARANCE FOR PATH OF TRAVEL BEHIND THE EXISTING UTILITY POLES TO THE BACK OF SIDEWALK. 8.PROPOSED ROADWAY GRADING WILL BE SIMILAR TO EXISTING. ANY ALTERATION SHALL BE FIELD ADJUSTED BY THE CONTRACTOR WITH THE DIRECTION OF THE TOWN. THE CONTRACTOR SHALL DETERMINE ALL PROPOSED GRADES AND PROPOSED LIMIT OF SLOPES IN THE FIELD BASED ON EXISTING CONDITIONS TO ENSURE PROPER DRAINAGE. 9.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING ALL PROPOSED GRADES AND SLOPES FOR SIDEWALKS, PEDESTRIAN CURB RAMPS, AND DRIVEWAYS IN COMPLIANCE WITH ADA/AAB GUIDELINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADA COMPLIANT WIDTHS AND SLOPES FOR ALL SIDEWALKS AND CURB RAMPS UNLESS OTHERWISE DIRECTED BY THE TOWN. ANY CONFLICTS SHALL BE IMMEDIATELY REPORTED TO THE TOWN FOR RESOLUTION PRIOR TO CONTINUING WORK. 10.PROPOSED CURB AT LIMITS OF WORK SHALL TRANSITION TO MEET EXISTING UNLESS OTHERWISE DIRECTED BY THE TOWN. 11.ALL EXISTING UTILITY POLES WITHIN PROPOSED PCR SHALL BE RETAINED AS DIRECTED BY THE TOWN. 12.THE CONTRACTOR SHALL DETERMINE PROPOSED RIM AND INVERT ELEVATIONS FOR ALL PROPOSED DRAINAGE STRUCTURES AND TIE IN BASED ON THE FIELD CONDITION AND AS APPROVED BY THE TOWN BEFORE ORDERING ANY STRUCTURES. 15 16 17 18 19 20 PC +09.98PT +68.1952+0052+60PC +06.00 PT +22.4554+0055+0056+0056+60PC +05.53 PT +29.36GOSNOLD STREET CARLAVENUEBREAKWATER SHORESDRIVE (PRIVATE)OLD COLONY ROADSTA 16+85 GOSNOLD STREET B = STA 52+00.00 CARL AVENUE B STA 19+44 GOSNOLD STREET B = STA 54+00.00 OLD COLONY ROAD B STA 19+66 GOSNOLD STREET B = STA 56+00.00 BREAKWATER SHORES DRIVE BAPPROX. P (TYP)LAPPROX. P (TYP)LL L L L L L CONST BL PROP 6 FT HMA SW PROP LIMIT OF WORKMEET EXISTINGSTA 52+27±PROP LIMIT OF WORKMEET EXISTINGSTA 56+31±PROP LIMIT OF WORKMEET EXISTINGSTA 54+71±PROP 6 FT HMA SW PROP CEM CONC PRC (TYP) PROP CEM CONC PRC (TYP) PROP 6 FT HMA SW PROP SAWCUT (TYP) PROP SAWCUT (TYP) PROP VGC (TYP)PROP VGC (TYP)PROP VGC (TYP) PROP HMA BERM TYPE A MODIFIED (TYP) PROP HMA BERM TYPE A MODIFIED (TYP) 06 07 08 09 03 04 05 06 07 08 PROP HMA DWY PROP HMA DWY RET HYD (TYP) PROP 4.5FT MIN HMA SW PROP CB REM EXIST CB R&S F&C PROP PAVEMENT MILL & OVERLAY R&R SEASHELL DWY MEET EXIST WALK (TYP) PROP SAWCUT MEET EXIST SW R&R VGC IN PLACE FROM STA 54+17± TO STA 54+71± TOWN L.O. TOWN L.O.11.0'11.0'11.0'11.0'END HMA BERM STA 16+18± BEGIN EOP STA 16+66± PROP EOP END EOP BEGIN HMA BERM STA 18+00± END HMA BERM STA 54+36± BEGIN EOP STA 20+06± REM EXIST PAVEMENT PROP LOAM & SEED (TYP) PROP HMA DWY REM EXIST PAVEMENT PROP LOAM & SEED (TYP) REM EXIST PAVEMENT PROP LOAM & SEED (TYP) REM EXIST SIDEWALK PROP LOAM & SEED PROP PAVEMENT MILL & OVERLAY PROP SAWCUT ALONG PROP EOP REM EXIST PAVEMENT PROP LOAM & SEED (TYP) THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\07 - CONSTRUCTION PLANS.dwg Plot Date: Mar 09,2023-10:01amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 13 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 13CONSTRUCTION PLANS - 02 CONTINUED ONSHEET NO. 14CONTINUED ONSHEET NO. 12LEGEND PEDESTRIAN CURB RAMP NUMBER DRIVEWAY NUMBER # #20 SCALE: 1" = 20' 0 50 100 NOTES: 1.ALL PROPOSED CURVED VERTICAL GRANITE CURB SHALL BE NEW VERTICAL GRANITE CURB TYPE VA-4. 2.ALL EXISTING GRANITE CURB SHALL BE REMOVED AND DISCARDED, UNLESS OTHERWISE NOTED ON PLANS, OR AS DIRECTED BY THE TOWN AND OR ENGINEER. 3.DETECTABLE WARNING PANELS SHALL BE FEDERAL YELLOW IN COLOR. 4.PROPOSED LIMIT OF SLOPE AND TREATMENTS AT THE BACK OF SIDEWALK SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD AT THE DIRECTION OF THE TOWN. 5.LOCATION AND LIMITS OF FULL DEPTH RECONSTRUCTION SHALL BE DETERMINED BY THE TOWN AND/OR ENGINEER DURING CONSTRUCTION. 6.ALL EXISTING CATCH BASINS, DRAINAGE MANHOLES, SEWER MANHOLES, WATER SERVICES, AND WATER GATES WITHIN LIMITS OF THE PROJECT SHALL BE ADJUSTED, UNLESS OTHERWISE NOTED ON PLANS, OR AS DIRECTED BY THE TOWN AND OR ENGINEER. 7.RETAIN ALL EXISTING UTILITY POLES WITHIN LIMITS OF THE PROJECT, PROPOSED BULB OUT AT BACK OF SIDEWALK WHERE REQUIRED TO PROVIDE A 3FT MINIMUM CLEARANCE FOR PATH OF TRAVEL BEHIND THE EXISTING UTILITY POLES TO THE BACK OF SIDEWALK. 8.PROPOSED ROADWAY GRADING WILL BE SIMILAR TO EXISTING. ANY ALTERATION SHALL BE FIELD ADJUSTED BY THE CONTRACTOR WITH THE DIRECTION OF THE TOWN. THE CONTRACTOR SHALL DETERMINE ALL PROPOSED GRADES AND PROPOSED LIMIT OF SLOPES IN THE FIELD BASED ON EXISTING CONDITIONS TO ENSURE PROPER DRAINAGE. 9.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING ALL PROPOSED GRADES AND SLOPES FOR SIDEWALKS, PEDESTRIAN CURB RAMPS, AND DRIVEWAYS IN COMPLIANCE WITH ADA/AAB GUIDELINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADA COMPLIANT WIDTHS AND SLOPES FOR ALL SIDEWALKS AND CURB RAMPS UNLESS OTHERWISE DIRECTED BY THE TOWN. ANY CONFLICTS SHALL BE IMMEDIATELY REPORTED TO THE TOWN FOR RESOLUTION PRIOR TO CONTINUING WORK. 10.PROPOSED CURB AT LIMITS OF WORK SHALL TRANSITION TO MEET EXISTING UNLESS OTHERWISE DIRECTED BY THE TOWN. 11.ALL EXISTING UTILITY POLES WITHIN PROPOSED PCR SHALL BE RETAINED AS DIRECTED BY THE TOWN. 12.THE CONTRACTOR SHALL DETERMINE PROPOSED RIM AND INVERT ELEVATIONS FOR ALL PROPOSED DRAINAGE STRUCTURES AND TIE IN BASED ON THE FIELD CONDITION AND AS APPROVED BY THE TOWN BEFORE ORDERING ANY STRUCTURES. 21 22 23 24 25 26 58+0058+60D GOSNOLD STREET CUMNER STREETSTA 22+11.71 GOSNOLD STREET B = STA 58+00.00 CUMNER STREET B APPROX. P (TYP)LAPPROX. P (TYP)LL L CONST BL PROP LIMIT OF WORKMEET EXISTINGSTA 58+21±PROP CEM CONC PRC (TYP) PROP 6 FT HMA SW PROP 6 FT HMA SW PROP SAWCUT (TYP) PROP SAWCUT (TYP) PROP VGC (TYP) 09 10 12 11 13 15 14 16 17 18 19 20 21 2209 10 PROP HMA DWY PROP GRANITE CURB CORNER TYPE A PROP GRANITE CURB CORNER TYPE A REMODEL CB C.I.T CB TO MH R&S F&G PROP F&C PROP GI PROP 32FT-12IN HDPE PIPE R&R SEASHELL DWY PROP GRANITE CURB CORNER TYPE A PROP HMA DWY PROP HMA DWY PROP HMA DWY PROP HMA DWY R&R SEASHELL DWY R&R SEASHELL DWY MEET EXIST WALK (TYP) PROP PAVEMENT MILL & OVERLAY R&R SEASHELL DWY PROP HMA DWY PROP HMA DWY TOWN L.O. TOWN L.O.11.0'11.0'11.0'11.0'END EOP BEGIN HMA BERM STA 22+81± PROP EOP REM EXIST PAVEMENT PROP LOAM & SEED (TYP) REM EXIST HMA BERM PROP LOAM & SEED REM EXIST PAVEMENT PROP LOAM & SEED (TYP) PROP HMA BERM TYPE A MODIFIED (TYP) PROP SAWCUT ALONG PROP EOP THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\07 - CONSTRUCTION PLANS.dwg Plot Date: Mar 09,2023-10:01amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 14 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 14CONSTRUCTION PLANS - 03 CONTINUED ONSHEET NO. 15CONTINUED ONSHEET NO. 13LEGEND PEDESTRIAN CURB RAMP NUMBER DRIVEWAY NUMBER # #20 SCALE: 1" = 20' 0 50 100 NOTES: 1.ALL PROPOSED CURVED VERTICAL GRANITE CURB SHALL BE NEW VERTICAL GRANITE CURB TYPE VA-4. 2.ALL EXISTING GRANITE CURB SHALL BE REMOVED AND DISCARDED, UNLESS OTHERWISE NOTED ON PLANS, OR AS DIRECTED BY THE TOWN AND OR ENGINEER. 3.DETECTABLE WARNING PANELS SHALL BE FEDERAL YELLOW IN COLOR. 4.PROPOSED LIMIT OF SLOPE AND TREATMENTS AT THE BACK OF SIDEWALK SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD AT THE DIRECTION OF THE TOWN. 5.LOCATION AND LIMITS OF FULL DEPTH RECONSTRUCTION SHALL BE DETERMINED BY THE TOWN AND/OR ENGINEER DURING CONSTRUCTION. 6.ALL EXISTING CATCH BASINS, DRAINAGE MANHOLES, SEWER MANHOLES, WATER SERVICES, AND WATER GATES WITHIN LIMITS OF THE PROJECT SHALL BE ADJUSTED, UNLESS OTHERWISE NOTED ON PLANS, OR AS DIRECTED BY THE TOWN AND OR ENGINEER. 7.RETAIN ALL EXISTING UTILITY POLES WITHIN LIMITS OF THE PROJECT, PROPOSED BULB OUT AT BACK OF SIDEWALK WHERE REQUIRED TO PROVIDE A 3FT MINIMUM CLEARANCE FOR PATH OF TRAVEL BEHIND THE EXISTING UTILITY POLES TO THE BACK OF SIDEWALK. 8.PROPOSED ROADWAY GRADING WILL BE SIMILAR TO EXISTING. ANY ALTERATION SHALL BE FIELD ADJUSTED BY THE CONTRACTOR WITH THE DIRECTION OF THE TOWN. THE CONTRACTOR SHALL DETERMINE ALL PROPOSED GRADES AND PROPOSED LIMIT OF SLOPES IN THE FIELD BASED ON EXISTING CONDITIONS TO ENSURE PROPER DRAINAGE. 9.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING ALL PROPOSED GRADES AND SLOPES FOR SIDEWALKS, PEDESTRIAN CURB RAMPS, AND DRIVEWAYS IN COMPLIANCE WITH ADA/AAB GUIDELINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADA COMPLIANT WIDTHS AND SLOPES FOR ALL SIDEWALKS AND CURB RAMPS UNLESS OTHERWISE DIRECTED BY THE TOWN. ANY CONFLICTS SHALL BE IMMEDIATELY REPORTED TO THE TOWN FOR RESOLUTION PRIOR TO CONTINUING WORK. 10.PROPOSED CURB AT LIMITS OF WORK SHALL TRANSITION TO MEET EXISTING UNLESS OTHERWISE DIRECTED BY THE TOWN. 11.ALL EXISTING UTILITY POLES WITHIN PROPOSED PCR SHALL BE RETAINED AS DIRECTED BY THE TOWN. 12.THE CONTRACTOR SHALL DETERMINE PROPOSED RIM AND INVERT ELEVATIONS FOR ALL PROPOSED DRAINAGE STRUCTURES AND TIE IN BASED ON THE FIELD CONDITION AND AS APPROVED BY THE TOWN BEFORE ORDERING ANY STRUCTURES. 26 27 28 29 30 31 PC +03.90 PT +30.3660+0060+6062+0062+80PC +04.68 PT +21.81PC +11.77PT +29.3764+0064+60D GOSNOLD STREETMARSH LANE (PRIVATE)ESTEY AVENUEBLAKE STREETSTA 27+67.50 GOSNOLD STREET B = STA 60+00.00 MARSH LANE B STA 29+03 GOSNOLD STREET B = STA 62+00.00 ESTEY AVENUE B STA 31+26 GOSNOLD STREET B = STA 64+00.00 BLAKE STREET B APPROX. P (TYP)L APPROX. P (TYP)LL L L L L L CONST BL PROP LIMIT OF WORKMEET EXISTINGSTA 62+54±PROP LIMIT OF WORKMEET EXISTINGSTA 60+21±PROP LIMIT OF WORKMEET EXISTINGSTA 64+26±PROP CEM CONC PRC (TYP) PROP CEM CONC PRC (TYP) PROP 6 FT HMA SW PROP 6 FT HMA SW PROP SAWCUT (TYP) PROP SAWCUT (TYP) PROP VGC (TYP)PROP VGC (TYP) PROP HMA BERM TYPE A MODIFIED (TYP) PROP HMA BERM TYPE A MODIFIED (TYP) 22 23 24 25 26 27 28 11 12 13 14 PROP HMA DWY PROP HMA DWY PROP HMA DWY PROP HMA DWY REM EXIST PAVEMENT PROP LOAM & SEED (TYP) END EOP START HMA BERM STA 29+84± R&R SEASHELL DWY PROP PAVEMENT MILL & OVERLAY PROP SEDIMENTATION BARRIER PROP HMA DWY C.I.T CB TO MH R&S F&G PROP F&C RET HYD (TYP) REM EXIST PAVEMENT PROP LOAM & SEED (TYP) TOWN L.O. TOWN L.O. TOWN L.O. TOWN L.O.11.0'11.0'11.0'11.0'PROP EOP END HMA BERM START EOP STA 28+53± REM EXIST PAVEMENT PROP LOAM & SEED (TYP) REM EXIST PAVEMENT PROP LOAM & SEED (TYP) PROP HMA DWY PROP SAWCUT ALONG PROP EOP REM EXIST PAVEMENT PROP LOAM & SEED (TYP) THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\07 - CONSTRUCTION PLANS.dwg Plot Date: Mar 09,2023-10:01amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 15 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 15CONSTRUCTION PLANS - 04 CONTINUED ONSHEET NO. 16CONTINUED ONSHEET NO. 14LEGEND PEDESTRIAN CURB RAMP NUMBER DRIVEWAY NUMBER # #20 SCALE: 1" = 20' 0 50 100 NOTES: 1.ALL PROPOSED CURVED VERTICAL GRANITE CURB SHALL BE NEW VERTICAL GRANITE CURB TYPE VA-4. 2.ALL EXISTING GRANITE CURB SHALL BE REMOVED AND DISCARDED, UNLESS OTHERWISE NOTED ON PLANS, OR AS DIRECTED BY THE TOWN AND OR ENGINEER. 3.DETECTABLE WARNING PANELS SHALL BE FEDERAL YELLOW IN COLOR. 4.PROPOSED LIMIT OF SLOPE AND TREATMENTS AT THE BACK OF SIDEWALK SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD AT THE DIRECTION OF THE TOWN. 5.LOCATION AND LIMITS OF FULL DEPTH RECONSTRUCTION SHALL BE DETERMINED BY THE TOWN AND/OR ENGINEER DURING CONSTRUCTION. 6.ALL EXISTING CATCH BASINS, DRAINAGE MANHOLES, SEWER MANHOLES, WATER SERVICES, AND WATER GATES WITHIN LIMITS OF THE PROJECT SHALL BE ADJUSTED, UNLESS OTHERWISE NOTED ON PLANS, OR AS DIRECTED BY THE TOWN AND OR ENGINEER. 7.RETAIN ALL EXISTING UTILITY POLES WITHIN LIMITS OF THE PROJECT, PROPOSED BULB OUT AT BACK OF SIDEWALK WHERE REQUIRED TO PROVIDE A 3FT MINIMUM CLEARANCE FOR PATH OF TRAVEL BEHIND THE EXISTING UTILITY POLES TO THE BACK OF SIDEWALK. 8.PROPOSED ROADWAY GRADING WILL BE SIMILAR TO EXISTING. ANY ALTERATION SHALL BE FIELD ADJUSTED BY THE CONTRACTOR WITH THE DIRECTION OF THE TOWN. THE CONTRACTOR SHALL DETERMINE ALL PROPOSED GRADES AND PROPOSED LIMIT OF SLOPES IN THE FIELD BASED ON EXISTING CONDITIONS TO ENSURE PROPER DRAINAGE. 9.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING ALL PROPOSED GRADES AND SLOPES FOR SIDEWALKS, PEDESTRIAN CURB RAMPS, AND DRIVEWAYS IN COMPLIANCE WITH ADA/AAB GUIDELINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADA COMPLIANT WIDTHS AND SLOPES FOR ALL SIDEWALKS AND CURB RAMPS UNLESS OTHERWISE DIRECTED BY THE TOWN. ANY CONFLICTS SHALL BE IMMEDIATELY REPORTED TO THE TOWN FOR RESOLUTION PRIOR TO CONTINUING WORK. 10.PROPOSED CURB AT LIMITS OF WORK SHALL TRANSITION TO MEET EXISTING UNLESS OTHERWISE DIRECTED BY THE TOWN. 11.ALL EXISTING UTILITY POLES WITHIN PROPOSED PCR SHALL BE RETAINED AS DIRECTED BY THE TOWN. 12.THE CONTRACTOR SHALL DETERMINE PROPOSED RIM AND INVERT ELEVATIONS FOR ALL PROPOSED DRAINAGE STRUCTURES AND TIE IN BASED ON THE FIELD CONDITION AND AS APPROVED BY THE TOWN BEFORE ORDERING ANY STRUCTURES. 31 32 33 34 35 36 70+0070+6068+0068+90PC +04.68 PT +21.8166+0066+6064+0064+60PC +11.93 PT +29.02D PC +25.99PT +57.38GOSNOLD STREET BLAKE STREETWALLEY COURTCIRCUIT STREETOWEN STREETSTA 33+29 GOSNOLD STREET B = STA 66+00.00 WALLEY COURT B STA 35+56 GOSNOLD STREET B = STA 68+00.00 CIRCUIT AVENUE B STA 36+29.22 GOSNOLD STREET B = STA 70+00.00 OWEN STREET B APPROX. P (TYP)LAPP R O X . P ( T Y P ) L STA 31+26 GOSNOLD STREET B = STA 64+00.00 BLAKE STREET B L L L L L L L L CONST BL PROP LIMIT OF WORKMEET EXISTINGSTA 64+26±PROP LIMITOF WORKMEET EXISTINGSTA 66+21±PROP LIMIT OF WORKMEET EXISTINGSTA 70+21±PROP LIMIT OF WORKMEET EXISTINGSTA 68+54±PROP CEM CONC PRC (TYP) PROP CEM CONC PRC (TYP)PROP 6 FT HMA SW PROP 6 FT HMA SW PROP 6 FT HMA SW PROP SAWCUT (TYP) PROP SAWCUT (TYP) PROP VGC (TYP)PROP VGC (TYP) PROP HMA BERM TYPE A MODIFIED (TYP) PROP HMA BERM TYPE A MODIFIED (TYP) 29 28 30 31 32 33 34 35 361314 15 16 PROP HMA DWY PROP HMA DWY PROP HMA DWY PROP HMA DWY PROP HMA DWY PROP HMA DWY C.I.T CB TO MH R&S F&G PROP F&C PROP GI PROP 18FT-12IN HDPE PIPE R&R SEASHELL DWY RET HYD (TYP) R&R BRICK DWY AS DIRECTED PROP PAVEMENT MILL & OVERLAY PROP HMA DWY REM EXIST PAVEMENT PROP LOAM & SEED (TYP) REM EXIST PAVEMENT PROP LOAM & SEED (TYP) RET HYD (TYP) TOWN L.O. TOWN L.O.11.0'11.0'11.0'11.0'END HMA BERM STA 36+08± START EOP STA 36+69± REM EXIST PAVEMENT PROP LOAM & SEED (TYP)REM EXIST PAVEMENT PROP LOAM & SEED (TYP) PROP HMA DWY THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\07 - CONSTRUCTION PLANS.dwg Plot Date: Mar 09,2023-10:01amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 16 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 16CONSTRUCTION PLANS - 05 CONTINUED ONSHEET NO. 17CONTINUED ONSHEET NO. 15LEGEND PEDESTRIAN CURB RAMP NUMBER DRIVEWAY NUMBER # #20 SCALE: 1" = 20' 0 50 100 NOTES: 1.ALL PROPOSED CURVED VERTICAL GRANITE CURB SHALL BE NEW VERTICAL GRANITE CURB TYPE VA-4. 2.ALL EXISTING GRANITE CURB SHALL BE REMOVED AND DISCARDED, UNLESS OTHERWISE NOTED ON PLANS, OR AS DIRECTED BY THE TOWN AND OR ENGINEER. 3.DETECTABLE WARNING PANELS SHALL BE FEDERAL YELLOW IN COLOR. 4.PROPOSED LIMIT OF SLOPE AND TREATMENTS AT THE BACK OF SIDEWALK SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD AT THE DIRECTION OF THE TOWN. 5.LOCATION AND LIMITS OF FULL DEPTH RECONSTRUCTION SHALL BE DETERMINED BY THE TOWN AND/OR ENGINEER DURING CONSTRUCTION. 6.ALL EXISTING CATCH BASINS, DRAINAGE MANHOLES, SEWER MANHOLES, WATER SERVICES, AND WATER GATES WITHIN LIMITS OF THE PROJECT SHALL BE ADJUSTED, UNLESS OTHERWISE NOTED ON PLANS, OR AS DIRECTED BY THE TOWN AND OR ENGINEER. 7.RETAIN ALL EXISTING UTILITY POLES WITHIN LIMITS OF THE PROJECT, PROPOSED BULB OUT AT BACK OF SIDEWALK WHERE REQUIRED TO PROVIDE A 3FT MINIMUM CLEARANCE FOR PATH OF TRAVEL BEHIND THE EXISTING UTILITY POLES TO THE BACK OF SIDEWALK. 8.PROPOSED ROADWAY GRADING WILL BE SIMILAR TO EXISTING. ANY ALTERATION SHALL BE FIELD ADJUSTED BY THE CONTRACTOR WITH THE DIRECTION OF THE TOWN. THE CONTRACTOR SHALL DETERMINE ALL PROPOSED GRADES AND PROPOSED LIMIT OF SLOPES IN THE FIELD BASED ON EXISTING CONDITIONS TO ENSURE PROPER DRAINAGE. 9.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING ALL PROPOSED GRADES AND SLOPES FOR SIDEWALKS, PEDESTRIAN CURB RAMPS, AND DRIVEWAYS IN COMPLIANCE WITH ADA/AAB GUIDELINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADA COMPLIANT WIDTHS AND SLOPES FOR ALL SIDEWALKS AND CURB RAMPS UNLESS OTHERWISE DIRECTED BY THE TOWN. ANY CONFLICTS SHALL BE IMMEDIATELY REPORTED TO THE TOWN FOR RESOLUTION PRIOR TO CONTINUING WORK. 10.PROPOSED CURB AT LIMITS OF WORK SHALL TRANSITION TO MEET EXISTING UNLESS OTHERWISE DIRECTED BY THE TOWN. 11.ALL EXISTING UTILITY POLES WITHIN PROPOSED PCR SHALL BE RETAINED AS DIRECTED BY THE TOWN. 12.THE CONTRACTOR SHALL DETERMINE PROPOSED RIM AND INVERT ELEVATIONS FOR ALL PROPOSED DRAINAGE STRUCTURES AND TIE IN BASED ON THE FIELD CONDITION AND AS APPROVED BY THE TOWN BEFORE ORDERING ANY STRUCTURES. 36 37 38 39 39+98.53 PC +53.80 PT + 9 2 . 1 87670+0070+6075+0076+20D GOSNOLD STREETOWEN STREETOCEAN STREETSTA 39+98.53 GOSNOLD STREET B = STA 75+60.00 OCEAN STREET B APPROX. P (TYP)LAPPROX. P (TYP)LCONST BL STA 36+29.22 GOSNOLD STREET B = STA 70+00.00 OWEN STREET BL L PR O P L I M I T O F W O R K ME E T E X I S T I N G STA 3 9 + 8 7 ± E: 2 6 9 6 3 8 8 . 0 2 1 N: 9 8 9 7 0 6 . 8 4 6 PROP LIMIT OF WORKMEET EXISTINGSTA 70+21±PROP CEM CONC PRC (TYP) L L CEM CONC PCR (BY OTHERS AS DIRECTED BY THE TOWN AND/OR ENGINEER) CEM CONC PCR (BY OTHERS AS DIRECTED BY THE TOWN AND/OR ENGINEER) PROP 6 FT HMA SW PROP 6 FT HMA SW PROP SAWCUT (TYP) PROP SAWCUT (TYP) PROP VGC (TYP)PROP VGC (TYP) PROP HMA BERM TYPE A MODIFIED (TYP) 36 37 38 40 39 41 17 18 19 20 3IN CURB REVEAL PROP CEM CONC PRC (TYP) 3IN CURB REVEAL PROP SEDIMENTATION BARRIER PROP SEDIMENTATION BARRIER PROP HMA DWY PROP HMA DWY PROP HMA DWY R&R SEASHELL DWY REM EXIST PAVEMENT & HMA BERM PROP LOAM & SEED REM EXIST SW PROP LOAM & SEED PROP SAWCUT MEET EXIST SW PROP SAWCUT MEET EXIST PROP HMA DWY C.I.T CB TO MH R&S F&G PROP F&C PROP GI PROP 9FT-12IN HDPE PIPE PROP PAVEMENT MILL & OVERLAY TOWN L.O. TOWN L.O.PROP SAWCUT11.0'11.0'11.0'11.0'START EOP STA 36+69± END EOP START HMA BERM STA 37+60± PROP EOP REM EXIST PAVEMENT PROP LOAM & SEED (TYP) PROP SAWCUT ALONG PROP EOP THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\07 - CONSTRUCTION PLANS.dwg Plot Date: Mar 09,2023-10:01amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 17 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 17CONSTRUCTION PLANS - 06CONTINUED ONSHEET NO. 16LEGEND PEDESTRIAN CURB RAMP NUMBER DRIVEWAY NUMBER # #20 SCALE: 1" = 20' 0 50 100 NOTES: 1.ALL PROPOSED CURVED VERTICAL GRANITE CURB SHALL BE NEW VERTICAL GRANITE CURB TYPE VA-4. 2.ALL EXISTING GRANITE CURB SHALL BE REMOVED AND DISCARDED, UNLESS OTHERWISE NOTED ON PLANS, OR AS DIRECTED BY THE TOWN AND OR ENGINEER. 3.DETECTABLE WARNING PANELS SHALL BE FEDERAL YELLOW IN COLOR. 4.PROPOSED LIMIT OF SLOPE AND TREATMENTS AT THE BACK OF SIDEWALK SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD AT THE DIRECTION OF THE TOWN. 5.LOCATION AND LIMITS OF FULL DEPTH RECONSTRUCTION SHALL BE DETERMINED BY THE TOWN AND/OR ENGINEER DURING CONSTRUCTION. 6.ALL EXISTING CATCH BASINS, DRAINAGE MANHOLES, SEWER MANHOLES, WATER SERVICES, AND WATER GATES WITHIN LIMITS OF THE PROJECT SHALL BE ADJUSTED, UNLESS OTHERWISE NOTED ON PLANS, OR AS DIRECTED BY THE TOWN AND OR ENGINEER. 7.RETAIN ALL EXISTING UTILITY POLES WITHIN LIMITS OF THE PROJECT, PROPOSED BULB OUT AT BACK OF SIDEWALK WHERE REQUIRED TO PROVIDE A 3FT MINIMUM CLEARANCE FOR PATH OF TRAVEL BEHIND THE EXISTING UTILITY POLES TO THE BACK OF SIDEWALK. 8.PROPOSED ROADWAY GRADING WILL BE SIMILAR TO EXISTING. ANY ALTERATION SHALL BE FIELD ADJUSTED BY THE CONTRACTOR WITH THE DIRECTION OF THE TOWN. THE CONTRACTOR SHALL DETERMINE ALL PROPOSED GRADES AND PROPOSED LIMIT OF SLOPES IN THE FIELD BASED ON EXISTING CONDITIONS TO ENSURE PROPER DRAINAGE. 9.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING ALL PROPOSED GRADES AND SLOPES FOR SIDEWALKS, PEDESTRIAN CURB RAMPS, AND DRIVEWAYS IN COMPLIANCE WITH ADA/AAB GUIDELINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADA COMPLIANT WIDTHS AND SLOPES FOR ALL SIDEWALKS AND CURB RAMPS UNLESS OTHERWISE DIRECTED BY THE TOWN. ANY CONFLICTS SHALL BE IMMEDIATELY REPORTED TO THE TOWN FOR RESOLUTION PRIOR TO CONTINUING WORK. 10.PROPOSED CURB AT LIMITS OF WORK SHALL TRANSITION TO MEET EXISTING UNLESS OTHERWISE DIRECTED BY THE TOWN. 11.ALL EXISTING UTILITY POLES WITHIN PROPOSED PCR SHALL BE RETAINED AS DIRECTED BY THE TOWN. 12.THE CONTRACTOR SHALL DETERMINE PROPOSED RIM AND INVERT ELEVATIONS FOR ALL PROPOSED DRAINAGE STRUCTURES AND TIE IN BASED ON THE FIELD CONDITION AND AS APPROVED BY THE TOWN BEFORE ORDERING ANY STRUCTURES. 11 12 13 14 15 10+00 PC +20. 7 5 PT +57.26 PC +10.65 PT +29.0545+0046+0050+0050+60GOSNOLD STREETSEA STREETNORRIS STREET STA 10+00 GOSNOLD STREET B = STA 45+50.00 SEA STREET B STA 14+43.50 GOSNOLD STREET B = STA 50+00.00 HARBOR ROAD B L L L LAPPROX. P (TYP)LAPPROX. P (TYP)LCONST BL PI +89.79 10.87' RT PCC +21.55 20.65' LT PT +57.26 11.00' LT PI +11.02 11.20' RT PT +29.93 14.58' RT PC +53.31 11.41' RT PT +72.23 11.00' RT PC +19.06 11.00' RT PCC +16.12 15.83' RT PI +23.51 11.77' RT PI +22.48 13.23' LT PCC +17.16 17.59' LT PT +75.82 11.00' RT3IN CURB REVEAL PROP L I M I T O F W O R K MEET E X I S T I N G STA 10 + 1 1 ± E: 2695 6 8 1 . 2 8 1 N: 9868 1 6 . 7 9 7 TOWN L.O. TOWN L.O.C1C2 C22 C23 C 2 4 C25C26C27 R = 3' R = 20'R = 20' R = 3' R = 3'R = 3' R = 3'R = 3'R = 3'HARBOR ROADTHIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\08 - CURB TIE PLANS.dwg Plot Date: Mar 09,2023-9:59amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 18 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 20 SCALE: 1" = 20' 0 50 100 18CURB TIE PLANS - 01 CONTINUED ONSHEET NO. 19NOTES: 1.PROPOSED ROADWAY, SIDEWALK, PEDESTRIAN CURB RAMP, AND DRIVEWAY GRADING SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR AT THE DIRECTION OF THE TOWN AND/OR ENGINEER. 15 16 17 18 19 20 PC +09.98PT +68.1952+0052+60PC +06.00 PT +22.4554+0055+0056+0056+60PC +05.53 PT +29.36GOSNOLD STREET CARL AVENUEBREAKWATER SHORESDRIVE (PRIVATE)OLD COLONY ROADSTA 16+85 GOSNOLD STREET B = STA 52+00.00 CARL AVENUE B STA 19+44 GOSNOLD STREET B = STA 54+00.00 OLD COLONY ROAD B STA 19+66 GOSNOLD STREET B = STA 56+00.00 BREAKWATER SHORES DRIVE BAPPROX. P (TYP)LAPPROX. P (TYP)LL L L L L L CONST BL PC +75.32 11.00' LT PT +39.77 19.26' LT PI +71.00 16.15' LT PI +71.00 15.36' RT PCC +45.57 22.35' RT PCC +74.60 26.84' LT PT +12.00 11.00' LT PT +75.82 11.00' RT PC +64.83 11.00' RT PT +22.93 9.37' RT PI +27.00 9.33' RT PI +27.00 9.33' LT PC +19.13 9.44' LT PT +03.81 11.00' RT PC +42.51 11.00' RT PCC +26.71 12.42' RT PI +31.00 11.72' RT PI +31.00 11.03' LT PC +15.62 14.43' LT PT +92.08 11.00' RT TOWN L.O. TOWN L.O. PCC +89.48 15.39' LT C3 C4C5C 6 C7 C 2 8 C29 C30C31C32 R = 3'R = 3'R = 7' R = 50' R = 10' R = 3' R&R VGC IN PLACE FROM STA 54+17± TO STA 54+71± THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\08 - CURB TIE PLANS.dwg Plot Date: Mar 09,2023-9:59amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 19 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 20 SCALE: 1" = 20' 0 50 100 19CURB TIE PLANS - 02 CONTINUED ONSHEET NO. 20CONTINUED ONSHEET NO. 18NOTES: 1.PROPOSED ROADWAY, SIDEWALK, PEDESTRIAN CURB RAMP, AND DRIVEWAY GRADING SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR AT THE DIRECTION OF THE TOWN AND/OR ENGINEER. 21 22 23 24 25 26 58+0058+60D GOSNOLD STREET CUMNER STREETSTA 22+11.71 GOSNOLD STREET B = STA 58+00.00 CUMNER STREET B APPROX. P (TYP)LAPPROX. P (TYP)LL L CONST BL PC +88.85 11.00' RT PCC +16.55 13.72' RT PI +21.24 11.59' RT PI +20.81 9.90' LT PC +18.61 9.91' LT PT +29.25 11.00' RT TOWN L.O. TOWN L.O. C 3 3 C34C35 R = 3'R = 3'R = 3'R = 3'R = 3'R = 3' R = 85' R = 3' R = 16'R = 3' R = 30' R = 10' R = 20' R = 3' R = 30' R = 20' R = 10'R = 30' R = 10' R = 30' R = 10' R = 15' THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\08 - CURB TIE PLANS.dwg Plot Date: Mar 09,2023-9:59amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 20 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 20 SCALE: 1" = 20' 0 50 100 20CURB TIE PLANS - 03 CONTINUED ONSHEET NO. 21CONTINUED ONSHEET NO. 19NOTES: 1.PROPOSED ROADWAY, SIDEWALK, PEDESTRIAN CURB RAMP, AND DRIVEWAY GRADING SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR AT THE DIRECTION OF THE TOWN AND/OR ENGINEER. 26 27 28 29 30 31 PC +03.90 PT +30.3660+0060+6062+0062+80PC +04.68 PT +21.81PC +11.77PT +29.3764+0064+60D GOSNOLD STREETMARSH LANE (PRIVATE)ESTEY AVENUEBLAKE STREETSTA 27+67.50 GOSNOLD STREET B = STA 60+00.00 MARSH LANE B STA 29+03 GOSNOLD STREET B = STA 62+00.00 ESTEY AVENUE B STA 31+26 GOSNOLD STREET B = STA 64+00.00 BLAKE STREET B APPROX. P (TYP)L APPROX. P (TYP)LL L L L L L CONST BL PC +35.18 11.00' LT PI +20.37 14.69' LT PI +21.69 13.78' RT PT +96.08 11.00' LT PC +82.79 11.00' RT PCC +19.87 14.00' RT PI +53.95 14.00' RT PI +53.95 13.48' LT PC +21.47 14.58' LT PT +34.23 11.00' RT PC +08.40 11.00' RT PT +21.25 10.68' RT PI +26.00 10.49' RT PI +26.00 10.49' LT PC +14.94 11.61' LT PT +45.59 11.00' RT PT +30.36 14.00' RT PT +42.06 14.00' LT TOWN L.O. TOWN L.O. PCC +49.36 16.90' LT PCC +17.94 16.18' RT C8 C9 C10C1 1 C 3 6 C37C40C41 C38C39 R = 30' R = 10' R = 3'R = 3' R = 25' R = 3' THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\08 - CURB TIE PLANS.dwg Plot Date: Mar 09,2023-9:59amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 21 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 20 SCALE: 1" = 20' 0 50 100 21CURB TIE PLANS - 04 CONTINUED ONSHEET NO. 22CONTINUED ONSHEET NO. 20NOTES: 1.PROPOSED ROADWAY, SIDEWALK, PEDESTRIAN CURB RAMP, AND DRIVEWAY GRADING SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR AT THE DIRECTION OF THE TOWN AND/OR ENGINEER. 31 32 33 34 35 36 70+0070+6068+0068+90PC +04.68 PT +21.8166+0066+6064+0064+60PC +11.93 PT +29.02D PC +25.99PT +57.38GOSNOLD STREET BLAKE STREETWALLEY COURTCIRCUIT STREETOWEN STREETSTA 33+29 GOSNOLD STREET B = STA 66+00.00 WALLEY COURT B STA 35+56 GOSNOLD STREET B = STA 68+00.00 CIRCUIT AVENUE B STA 36+29.22 GOSNOLD STREET B = STA 70+00.00 OWEN STREET B APPROX. P (TYP)LAPP R O X . P ( T Y P ) L STA 31+26 GOSNOLD STREET B = STA 64+00.00 BLAKE STREET B L L L L L L L L CONST BL PC +95.04 11.00' LT PCC +00.83 12.16' LT PI +20.55 15.82' LT PI +21.44 13.76' RT PT +58.74 11.00' LT PC +90.29 11.00' LT PI +21.03 20.92' LT PI +20.97 19.36' RT PT +68.94 11.00' LT PC +08.40 11.00' RT PT +21.25 10.68' RT PI +26.00 10.49' RT PI +26.00 10.49' LT PC +14.94 11.61' LT PT +45.59 11.00' RT PC +24.31 11.00' RT PT +95.84 11.00' RT PCC +32.15 11.53' RT PI +54.00 10.72' RT PI +54.00 10.42' LT PRC +36.45 10.64' LTAPPROX. P (TYP)LTOWN L.O. TOWN L.O. PCC +49.47 14.21' LT PCC +04.02 16.46' LT PCC +59.97 13.12' LT C12 C13 C1 4 C15 C16 C17C 1 8 C19 C40C41 C4 2 C43C44C45R = 25' R = 3' R = 25' R = 3' R = 3' R = 3' R = 20'R = 17' R = 25' R = 3'R = 3' THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\08 - CURB TIE PLANS.dwg Plot Date: Mar 09,2023-9:59amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 22 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 20 SCALE: 1" = 20' 0 50 100 22CURB TIE PLANS - 05 CONTINUED ONSHEET NO. 23CONTINUED ONSHEET NO. 21NOTES: 1.PROPOSED ROADWAY, SIDEWALK, PEDESTRIAN CURB RAMP, AND DRIVEWAY GRADING SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR AT THE DIRECTION OF THE TOWN AND/OR ENGINEER. 36 37 38 39 39+98.53 PC +53.80 PT + 9 2 . 1 87670+0070+6075+0076+20D GOSNOLD STREETOWEN STREETOCEAN STREETSTA 39+98.53 GOSNOLD STREET B = STA 75+60.00 OCEAN STREET BAPPROX. P (TYP)LAPPROX. P (TYP)LCONST BL STA 36+29.22 GOSNOLD STREET B = STA 70+00.00 OWEN STREET BL L PI +20.97 19.36' RT PT +68.94 11.00' LT PC +00.00 11.00' LT PCC +74.60 15.23' LT PT +96.53 11.03' LT PI +10.51 10.96' LT PT +95.84 11.00' RT PC +00.00 11.00' RT PCC +56.25 12.02' RT L L PI +21.03 20.92' LT PI +23.68 11.66' LT 3IN CURB REVEAL 3IN CURB REVEAL 3IN CURB REVEAL PR O P L I M I T O F W O R K ME E T E X I S T I N G STA 3 9 + 8 7 ± E: 2 6 9 6 3 8 8 . 0 2 1 N: 9 8 9 7 0 6 . 8 4 6 TOWN L.O. TOWN L.O. PCC +04.02 16.46' LT PCC +59.97 13.12' LT C16 C17C 1 8 C19 C46 C 4 7 C20 C21 R = 3' THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\08 - CURB TIE PLANS.dwg Plot Date: Mar 09,2023-9:59amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 23 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 20 SCALE: 1" = 20' 0 50 100 23CURB TIE PLANS - 06CONTINUED ONSHEET NO. 22NOTES: 1.PROPOSED ROADWAY, SIDEWALK, PEDESTRIAN CURB RAMP, AND DRIVEWAY GRADING SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR AT THE DIRECTION OF THE TOWN AND/OR ENGINEER. GOSNOLD STREETSEA STREETNORRIS STREET HARBOR ROADSTA 10+00 GOSNOLD STREET B = STA 45+50.00 SEA STREET B STA 14+43.50 GOSNOLD STREET B = STA 50+00.00 HARBOR ROAD B L L L LAPPROX. P (TYP)LAPPROX. P (TYP)LCONST BL4IN DBYL 4IN SWL 4IN SWL 4IN DBYL 4IN SWL 4IN SWL10.0'10.0'1.0'1.0'10.0'10.0'1.0'1.0'8FT CROSSWALK (SEE DETAIL ON SHEET 35)12IN SL6FT CROSSWALK (SEE DETAIL ON SHEET 35) PROP L I M I T O F W O R K MEET E X I S T I N G STA 10 + 1 1 ± N: 2695 6 8 1 . 2 8 1 E: 9868 1 6 . 7 9 7 PROP LIMIT OF WORKMEET EXISTINGSTA 50+23±11 12 13 14 15 PC +20.75 PT +57.26 10+00 PC +10.65 PT +29.0550+0050+6045+0046+00TOWN L.O. TOWN L.O. 12IN SL THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\09 - TRAFFIC SIGNS & PAVEMENT MARKINGS PLANS.dwg Plot Date: Mar 09,2023-9:36amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 24 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 20 SCALE: 1" = 20' 0 50 100 24TRAFFIC SIGNS & PAVEMENT MARKINGS PLANS - 01 CONTINUED ONSHEET NO. 25NOTES: 1.ALL NEW PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 2.EXISTING PAVEMENT MARKINGS BEYOND THE LIMITS OF ROADWAY WORK IN CONFLICT WITH PROPOSED PAVEMENT MARKINGS SHALL BE REMOVED. 3.ALL EXISTING SIGNS WITHIN PROJECT LIMITS SHALL BE RETAINED UNLESS OTHERWISE NOTED. 4.SIGN PLACEMENT TO ADHERE TO ALL REQUIREMENTS SET FORTH IN THE LATEST EDITION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. GOSNOLD STREET CARL AVENUEBREAKWATER SHORESDRIVE (PRIVATE)OLD COLONY ROADSTA 16+85 GOSNOLD STREET B = STA 52+00.00 CARL AVENUE B STA 19+44 GOSNOLD STREET B = STA 54+00.00 OLD COLONY ROAD B STA 19+66 GOSNOLD STREET B = STA 56+00.00 BREAKWATER SHORES DRIVE BAPPROX. P (TYP)LAPPROX. P (TYP)LL L L L L L CONST BL4IN DBYL 4IN SWL 4IN SWL 4IN DBYL 4IN SWL 4IN SWL10.0'10.0'1.0'1.0'10.0'10.0'1.0'1.0'PROP LIMIT OF WORKMEET EXISTINGSTA 52+27±PROP LIMIT OF WORKMEET EXISTINGSTA 56+31±6FT CROSSWALK (SEE DETAIL ON SHEET 35) 12IN SL 8FT CROSSWALK (SEE DETAIL ON SHEET 35) 6FT CROSSWALK (SEE DETAIL ON SHEET 35) R&R THICKLY SETTLED SPEED SIGN W11-2 W16-7P W11-2 W16-7P R&R R1-1 PC +05.53 PT +29.3656+0056+60PC +06.00 PT +22.4552+0052+6015 16 17 18 19 20 PC +09.98PT +68.1954+0055+00TOWN L.O. TOWN L.O. 12IN SLPROP LIMIT OF WORKMEET EXISTINGSTA 54+71±4IN SWL4IN SWL4IN DBYLTHIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\09 - TRAFFIC SIGNS & PAVEMENT MARKINGS PLANS.dwg Plot Date: Mar 09,2023-9:36amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 25 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 20 SCALE: 1" = 20' 0 50 100 25TRAFFIC SIGNS & PAVEMENT MARKINGS PLANS - 02 CONTINUED ONSHEET NO. 26CONTINUED ONSHEET NO. 24NOTES: 1.ALL NEW PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 2.EXISTING PAVEMENT MARKINGS BEYOND THE LIMITS OF ROADWAY WORK IN CONFLICT WITH PROPOSED PAVEMENT MARKINGS SHALL BE REMOVED. 3.ALL EXISTING SIGNS WITHIN PROJECT LIMITS SHALL BE RETAINED UNLESS OTHERWISE NOTED. 4.SIGN PLACEMENT TO ADHERE TO ALL REQUIREMENTS SET FORTH IN THE LATEST EDITION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. D GOSNOLD STREET CUMNER STREETSTA 22+11.71 GOSNOLD STREET B = STA 58+00.00 CUMNER STREET B APPROX. P (TYP)LAPPROX. P (TYP)LL L CONST BL4IN DBYL 4IN SWL 4IN SWL 4IN DBYL 4IN SWL 4IN SWL10.0'10.0'1.0'1.0'10.0'10.0'1.0'1.0'PROP LIMIT OF WORKMEET EXISTINGSTA 58+21±6FT CROSSWALK (SEE DETAIL ON SHEET 35)58+0058+6021 22 23 24 25 26 TOWN L.O. TOWN L.O. THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\09 - TRAFFIC SIGNS & PAVEMENT MARKINGS PLANS.dwg Plot Date: Mar 09,2023-9:36amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 26 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 20 SCALE: 1" = 20' 0 50 100 26TRAFFIC SIGNS & PAVEMENT MARKINGS PLANS - 03 CONTINUED ONSHEET NO. 27CONTINUED ONSHEET NO. 25NOTES: 1.ALL NEW PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 2.EXISTING PAVEMENT MARKINGS BEYOND THE LIMITS OF ROADWAY WORK IN CONFLICT WITH PROPOSED PAVEMENT MARKINGS SHALL BE REMOVED. 3.ALL EXISTING SIGNS WITHIN PROJECT LIMITS SHALL BE RETAINED UNLESS OTHERWISE NOTED. 4.SIGN PLACEMENT TO ADHERE TO ALL REQUIREMENTS SET FORTH IN THE LATEST EDITION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. D GOSNOLD STREETMARSH LANE (PRIVATE)ESTEY AVENUEBLAKE STREETSTA 27+67.50 GOSNOLD STREET B = STA 60+00.00 MARSH LANE B STA 29+03 GOSNOLD STREET B = STA 62+00.00 ESTEY AVENUE B STA 31+26 GOSNOLD STREET B = STA 64+00.00 BLAKE STREET B APPROX. P (TYP)L APPROX. P (TYP)LL L L L L L CONST BL4IN DBYL 4IN SWL 4IN SWL 4IN DBYL 4IN SWL 4IN SWL10.0'10.0'1.0'1.0'10.0'10.0'1.0'1.0'PROP LIMIT OF WORKMEET EXISTINGSTA 62+54±PROP LIMIT OF WORKMEET EXISTINGSTA 60+21±PROP LIMIT OF WORKMEET EXISTINGSTA 64+26±6FT CROSSWALK (SEE DETAIL ON SHEET 35) 6FT CROSSWALK (SEE DETAIL ON SHEET 35) PC +04.68 PT +21.8164+0064+60PC +03.90 PT +30.3662+0062+8026 27 28 29 30 31 PC +11.77PT +29.3760+0060+60TOWN L.O. TOWN L.O. 12IN S L R&R R1-1 THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\09 - TRAFFIC SIGNS & PAVEMENT MARKINGS PLANS.dwg Plot Date: Mar 09,2023-9:36amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 27 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 20 SCALE: 1" = 20' 0 50 100 27TRAFFIC SIGNS & PAVEMENT MARKINGS PLANS - 04 CONTINUED ONSHEET NO. 28CONTINUED ONSHEET NO. 26NOTES: 1.ALL NEW PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 2.EXISTING PAVEMENT MARKINGS BEYOND THE LIMITS OF ROADWAY WORK IN CONFLICT WITH PROPOSED PAVEMENT MARKINGS SHALL BE REMOVED. 3.ALL EXISTING SIGNS WITHIN PROJECT LIMITS SHALL BE RETAINED UNLESS OTHERWISE NOTED. 4.SIGN PLACEMENT TO ADHERE TO ALL REQUIREMENTS SET FORTH IN THE LATEST EDITION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. D GOSNOLD STREET BLAKE STREETWALLEY COURTCIRCUIT STREETOWEN STREETSTA 33+29 GOSNOLD STREET B = STA 66+00.00 WALLEY COURT B STA 35+56 GOSNOLD STREET B = STA 68+00.00 CIRCUIT AVENUE B STA 36+29.22 GOSNOLD STREET B = STA 70+00.00 OWEN STREET B APPROX. P (TYP)LAPP R O X . P ( T Y P ) L STA 31+26 GOSNOLD STREET B = STA 64+00.00 BLAKE STREET B L L L L L L L L CONST BL4IN DBYL 4IN SWL 4IN SWL 4IN DBYL 4IN SWL 4IN SWL10.0'10.0'1.0'1.0'PROP LIMIT OF WORKMEET EXISTINGSTA 64+26±PROP LIMIT OF WORKMEET EXISTINGSTA 66+21±PROP LIMIT OF WORKMEET EXISTINGSTA 70+21±PROP LIMIT OF WORKMEET EXISTINGSTA 68+54±6FT CROSSWALK (SEE DETAIL ON SHEET 35) 8FT CROSSWALK (SEE DETAIL ON SHEET 35) R&R R1-1 12IN SL PC +04.68 PT +21.8164+0064+60PC +25.99PT +57.3868+0068+9031 32 33 34 35 36 70+0070+60PC +11.93PT +29.0266+0066+60R&S NO PARKING SIGN PROP R7-1D R&S NO PARKING SIGN PROP R7-1D10.0'10.0'1.0'1.0'TOWN L.O. TOWN L.O. THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\09 - TRAFFIC SIGNS & PAVEMENT MARKINGS PLANS.dwg Plot Date: Mar 09,2023-9:36amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 28 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 20 SCALE: 1" = 20' 0 50 100 28TRAFFIC SIGNS & PAVEMENT MARKINGS PLANS - 05 CONTINUED ONSHEET NO. 29CONTINUED ONSHEET NO. 27NOTES: 1.ALL NEW PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 2.EXISTING PAVEMENT MARKINGS BEYOND THE LIMITS OF ROADWAY WORK IN CONFLICT WITH PROPOSED PAVEMENT MARKINGS SHALL BE REMOVED. 3.ALL EXISTING SIGNS WITHIN PROJECT LIMITS SHALL BE RETAINED UNLESS OTHERWISE NOTED. 4.SIGN PLACEMENT TO ADHERE TO ALL REQUIREMENTS SET FORTH IN THE LATEST EDITION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. D GOSNOLD STREETOWEN STREETOCEAN STREETSTA 39+98.53 GOSNOLD STREET B = STA 75+60.00 OCEAN STREET B APPROX. P (TYP)LAPPROX. P (TYP)LCONST BL STA 36+29.22 GOSNOLD STREET B = STA 70+00.00 OWEN STREET BL L L L 4IN DBYL 4IN SWL 4IN SWL 4IN DBYL 4IN SWL 4IN SWL10.0'10.0'1.0'1.0'PR O P L I M I T O F W O R K ME E T E X I S T I N G STA 3 9 + 8 7 ± N: 2 6 9 6 3 8 8 . 0 2 1 E: 9 8 9 7 0 6 . 8 4 6 PROP LIMIT OF WORKMEET EXISTINGSTA 70+21±8FT CROSSWALK (SEE DETAIL ON SHEET 35) 36 37 38 39 PC +53.80 PT + 9 2 . 1 8 39+98.5376 75+0076+2070+0070+60R&S NO PARKING SIGN PROP R7-1D R&S NO PARKING SIGN PROP R7-1D 12IN SLREM EXIST CROSSWALK PROP 8FT CROSSWALK (SEE DETAIL ON SHEET 35) REM EXIST SL PROP 12IN SL REM EXIST SL PROP 12IN SL R&R R1-1 & R1-3P REM EXIST CROSSWALK PROP 8FT CROSSWALK (SEE DETAIL ON SHEET 35) R&R R1-1 & R1-3P TOWN L.O. TOWN L.O. RET STREET SIGNS R&R W11-2 & W16-7P R&R W11-2 & W16-7P R&R W11-2 & W16-7P THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\09 - TRAFFIC SIGNS & PAVEMENT MARKINGS PLANS.dwg Plot Date: Mar 09,2023-9:36amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 29 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 20 SCALE: 1" = 20' 0 50 100 29TRAFFIC SIGNS & PAVEMENT MARKINGS PLANS - 06CONTINUED ONSHEET NO. 28NOTES: 1.ALL NEW PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 2.EXISTING PAVEMENT MARKINGS BEYOND THE LIMITS OF ROADWAY WORK IN CONFLICT WITH PROPOSED PAVEMENT MARKINGS SHALL BE REMOVED. 3.ALL EXISTING SIGNS WITHIN PROJECT LIMITS SHALL BE RETAINED UNLESS OTHERWISE NOTED. 4.SIGN PLACEMENT TO ADHERE TO ALL REQUIREMENTS SET FORTH IN THE LATEST EDITION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. R1-1 3030 R&R (5)6.25 0.00 SIZE OF SIGN HEIGHT CATION NUMBER IDENTIFI- (INCHES) WIDTH TRAFFIC SIGN SUMMARY TEXT DIMENSIONS (INCHES) TEXT HEIGHT LETTER REQUIRED NUMBER OF SIGNS SPACING VERTICAL BACK- GROUND LEGEND COLOR AREA IN SQUARE REQUIRED POST SIZE AND NUMBERBORDER SQUARE IN FEET AREA UNIT FEET P5 (5) MUTCD STANDARD W11-2 3030 P5 (5)6.25 12.50 NOTES: 1.SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 2009 EDITION WITH LATEST REVISIONS AND MASSACHUSETTS AMENDMENTS FOR LATEST SPECIFICATIONS ON TEXT DIMENSIONS AND COLOR. 2.HIGH INTENSITY ENCAPSULATED LENS REFLECTIVE SHEETING SHALL BE USED FOR ALL SIGNS. THE 2009 "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", THE 1990 MDPW "STANDARD DRAWINGS FOR SIGNS AND SUPPORTS", AND ALL AMENDMENTS WILL GOVERN. ·EXISTING SIGN POSTS SHALL BE R&R WHEN POSSIBLE. W16-7P 1224 MOUNT WITH W11-2 (5)2.00 4.00 THICKLY --P5 (1)--SETTLED SIGN R7-1D 1812 P5 (2)1.50 3.002 R&R (3) NEW (2) R&R (1) R&R (3) NEW (2) R1-3P 618 MOUNT W/ R1-1 (2)0.75 0.00 R&R (2) RED WHITE WHITE RED WHITE WHITE WHITE RED RED YELLOW BLACK BLACK YELLOW BLACK BLACK YELLOW BLACK BLACK THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\10 - TRAFFIC SIGN SUMMARY.dwg Plot Date: Mar 09,2023-9:35amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 30 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 30TRAFFIC SIGN SUMMARY EDGE OF ROAD W A Y1.5%*1.5%*SECTION A-A LEVEL* PROP CEM CONC 5'-0" MIN LIMITS OF CEM E N T C O N C R E T E R A M P2'7.5%* A A SIDEWALK GRANITE CURB W = SIDEWALK WIDTH ROADWAY SIDEWALK FOUNDATION 1.5%* DETECTABLE WARNING PANEL (SEE MASSDOT CONST. STND. 107.6.5 DATED OCTOBER 2017) 6" CURB REVEAL (TYP) N.T.S. PEDESTRIAN CURB RAMP AT THE END OF SIDEWALK WITH DETECTABLE WARNING PANEL WCR #ALIGNMENT RAMP REFERENCE POINT WIDTH OF SIDEWALK (W) WIDTH OF RAMP (MIN 5.00') DEPTH OF LEVEL LANDING (MIN 4.00') ROADWAY GUTTER SLOPE (±) TRANSITION LENGTH STATION OFFSET LEFT RIGHT 7 GOSNOLD STREET 20+03.44 11.61' LT 5.00'5.00'5.00'-0.11%7.67'***N/A 15 CIRCUIT STREET 68+17.98 16.51' RT 6.00'5.00'6.00'0.17%***N/A 7.67' 16 GOSNOLD STREET 35+76.92 17.71' RT 6.00'5.00'6.00'0.04%6.50'***N/A 18 GOSNOLD STREET 39+69.95 14.06' LT 5.00'5.00'5.00'3.48%***N/A **7.00' 19 OCEAN STREET 75+26.18 11.81' LT 5.68'5.00'5.17'2.40%***N/A **5.50' HSL HIGH SIDE FRONT TRANSITION LENGTH (SEE CONSTRUCTION STANDARD E 107.9.0) W SIDEWALK WIDTH * TOLERANCE FOR CONSTRUCTION ±0.5% LEGEND: W ROADWAY DOW N G R A D E RIGHT TRANSITION LE N G T H LEFT TRANSITION LE N G T H NOTE: ·ROADWAY, GUTTER, AND FIRST 6" OF SIDEWALK TO BE ADJUSTED FOR FIELD CONDITIONS3' MINOPNGC RAMP OPENINGL RAMP REFERENCE POINT L** 6'-6" MIN SIDEWALK ROADWAY N.T.S. PEDESTRIAN CURB RAMP FOR ONE CONTINUOUS DIRECTION OF PEDESTRIAN TRAVEL 7.5%* LIMITS OF CEMENT CONC LENGTH OF LEVEL LANDING 5' MINLEVEL ENTRANCE 1.5%* SLOPE FOR DRAINAGE 1.5%*LEVEL*PROP CEM CONC WCR #ALIGNMENT RAMP REFERENCE POINT LENGTH OF LEVEL LANDING WIDTH OF RAMP (MIN 3.00') WIDTH OF SIDEWALK (W) TRANSITION STATION OFFSET ROADWAY GRADE (±)L 1 GOSNOLD STREET 14+27.41 15.50' RT 1.93'3.00'6.00'2.17%11.00' 2 GOSNOLD STREET 14+63.18 15.50' RT 3.09'3.00'6.00'-2.03%6.50' 3 CARL AVENUE 52+16.24 11.52' RT 1.60'3.00'6.00'-0.28%6.50' 4 CARL AVENUE 52+14.91 10.72' LT 1.93'3.00'6.00'-3.30%6.50' 5 BREAKWATER SHORES DRIVE 56+19.91 14.85' RT 1.60'3.00'6.00'0.48%7.67' 6 BREAKWATER SHORES DRIVE 56+13.10 16.13' LT 2.57'3.00'6.00'-0.33%6.50' 9 CUMNER STREET 58+15.79 14.19' RT 1.93'3.00'6.00'-0.79%6.50' 10 CUMNER STREET 58+15.29 10.65' LT 1.60'3.00'6.00'-1.90%6.50' 11 ESTEY AVENUE 62+18.08 14.21' RT 0.94'3.00'6.00'0.15%7.67' 12 GOSNOLD STREET 29+21.59 15.50' RT 3.09'3.00'6.00'0.97%7.67' 13 BLAKE STREET 64+18.77 11.09' RT 0.94'3.00'6.00'1.79%9.00' 14 BLAKE STREET 64+13.43 12.18' LT 1.93'3.00'6.00'-1.59%6.50' NOTES: ·SEE CONSTRUCTION STANDARD E 107.6.0 ·*CONSTRUCTION TOLERANCE ±0.5% ·**SEE CONSTRUCTION STANDARD E 107.9.0 ** 3 INCH CURB REVEAL REFER TO RESPECTIVE PLANS AND PAVING NOTES (SHEET 05) FOR DETAIL SIDEWALK EDGE OF ROAD W A Y1.5%*1.5%*LEVEL* PROP CEM CONC 7.5% * 5'-0" MIN LIMITS OF CEM E N T C O N C R E T E R A M P2'7.5%* A A SIDEWALK GRANITE CURB 6" CURB REVEAL (TYP) N.T.S. PEDESTRIAN CURB RAMP ON NARROW SIDEWALK WITH DETECTABLE WARNING PANEL WCR #ALIGNMENT RAMP REFERENCE POINT WIDTH OF SIDEWALK (W) WIDTH OF RAMP (MIN 5.00') DEPTH OF LEVEL LANDING (MIN 4.00') ROADWAY GUTTER SLOPE (±) TRANSITION LENGTH STATION OFFSET LEFT RIGHT 8 GOSNOLD STREET 20+03.44 11.00' RT 6.00'5.00'6.00'-0.89%7.67'6.50' 17 GOSNOLD STREET 39+65.65 13.58' RT 6.00'5.00'6.00'-1.45%**4.50'**3.25' 20 OCEAN STREET 75+93.49 11.23' LT 5.00'5.00'5.00'-0.89%**3.25'7.67' HSL HIGH SIDE FRONT TRANSITION LENGTH (SEE CONSTRUCTION STANDARD E 107.9.0) W SIDEWALK WIDTH * TOLERANCE FOR CONSTRUCTION ±0.5% LEGEND: W ROADWAY DOW N G R A D E RIGHT TRANSITION LE N G T H LEFT TRANSITION LE N G T H NOTE: ·ROADWAY, GUTTER, AND FIRST 6" OF SIDEWALK TO BE ADJUSTED FOR FIELD CONDITIONS ** 3 INCH CURB REVEAL ***LOAM & S E E D *** TRANSITION WITH LOAM & SEED AS SHOWN ON CONSTRUCTION PLANS "LEVEL LANDING" WITH DETECTABLE WARNING PANEL 1.5%* SLOPE FOR DRAINAGE DETECTABLE WARNING PANEL SHALL BE FEDERAL YELLOW IN COLOR (SEE MASSDOT CONST. STND. 107.6.5 DATED OCTOBER 2017) DETECTABLE WARNING PANEL SHALL BE FEDERAL YELLOW IN COLOR (SEE MASSDOT CONST. STND. 107.6.5 DATED OCTOBER 2017) DETECTABLE WARNING PANEL SHALL BE FEDERAL YELLOW IN COLOR (SEE MASSDOT CONST. STND. 107.6.5 DATED OCTOBER 2017) "LEVEL LANDING" WITH DETECTABLE WARNING PANEL 1.5%* SLOPE FOR DRAINAGE OR AS DIRECTED BY THE TOWN AND/OR ENGINEER 2' W = SIDEWALK WIDTH ROADWAY SIDEWALK FOUNDATION 1.5%* DETECTABLE WARNING PANEL (SEE MASSDOT CONST. STND. 107.6.5 DATED OCTOBER 2017) REFER TO RESPECTIVE PLANS AND PAVING NOTES (SHEET 05) FOR DETAIL SECTION A-A 1.5' THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\11 - CONSTRUCTION DETAILS.dwg Plot Date: Mar 09,2023-9:42amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 31 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 31CONSTRUCTION DETAILS - 01 DWY#ALIGNMENT DWY REFERENCE POINT C LENGTH OF PRIMARY RAMP (W ) DEPTH OF LEVEL LANDING (MIN 3.00') WIDTH OF DRIVEWAY RAMP (A) TANGENT LENGTH (X) WIDTH OF DRIVEWAY RAMP (B) ROADWAY GUTTER SLOPE (±) TRANSITION LENGTH STATION OFFSET LEFT RIGHT 1 GOSNOLD STREET 11+27.46 11.00' RT 2.00'4.00'22.00'1.00'19.00'2.41%6.50'11.00' 15 GOSNOLD STREET 22+82.71 11.00' RT 2.00'4.00'19.00'0.00'25.00'-0.43%7.67'6.50' L WIDTH OF DRIV E W A Y R A M P LEFT SIDE TRANSITION LENGTH RIGHT SIDE TRANSITION LENGTH TANGENT LENGTH WIDTH OF DRIV E W A Y R A M P HMA SIDEWALK HMA SIDEWALK EDGE OF ROAD W A Y EDGE OF ROAD W A Y W SIDEWALK WIDTH * TOLERANCE FOR CONSTRUCTION ±0.5% LEGEND: HMA HOT MIX ASPHALT ** TRANSITION TO 3" CURB REVEAL AS SHOWN ON CONSTRUCTION PLANS GRANITE CURB 3'-0" MIN 1.5%* CROSS S L O P E 1.5% TO 15% SL O P E * ROADWAY DRIVEWAY FOUNDATION 1.5%* SECTION A-A 1.5% TO 15% SLOPE* 3'-0" MIN PATH OF TRAVEL W W1 1.5%*SAWCUT-MEET EXIST DRIVE PROP HMA DRIVE AS DIRECTED BY THE TOWN AND/OR ENGINEER A C L LEFT RIGHT 2' CURB CORNE R TYPE A (TYP) 7.5%* 7.5%* C STATION/OFFSET OF PRIMARY DRIVE AT GUTTER L GRANITE CURB 1.5%*wA X B Aw1 6" CURB REVEAL MAX 3" CURB REVEAL MIN 6" CURB REVEAL MAX 3" CURB REVEAL MIN ROADWAY DOW N G R A D E ( - ) N.T.S. HMA SIDEWALK THROUGH DRIVEWAYS WITH CURB RETURNS 7.5%* 7.5%* REFER TO RESPECTIVE PLANS AND PAVING NOTES (SHEET 05) FOR DETAIL *** TRANSITION WITH CURB CORNER AS DWY#ALIGNMENT DWY REFERENCE POINT C LENGTH OF PRIMARY RAMP (W ) PATH OF TRAVEL (MIN 3.00') WIDTH OF DRIVEWAY RAMP (A) ROADWAY GUTTER SLOPE (±) TRANSITION LENGTH STATION OFFSET LEFT RIGHT 3 GOSNOLD STREET 12+95.39 11.00' RT 2.00'4.00'19.00'0.76%**3.25'7.67' 4 GOSNOLD STREET 13+30.01 11.00' RT 2.00'4.00'19.00'-0.33%7.67'**3.25' 8 GOSNOLD STREET 18+45.86 11.00' RT 2.00'4.00'25.00'2.67%6.50'11.00' 10 GOSNOLD STREET 20+95.56 11.00' RT 2.00'4.00'23.00'0.19%***6.50'7.67' 12 GOSNOLD STREET 21+69.78 11.00' RT 2.00'4.00'17.00'0.68%6.50'7.67' 17 GOSNOLD STREET 23+72.57 11.00' RT 2.00'4.00'18.00'-2.14%11.00'6.50' 21 GOSNOLD STREET 25+67.25 11.00' RT 2.00'4.00'24.00'2.35%6.50'11.00' 22 GOSNOLD STREET 26+14.75 11.00' RT 2.00'4.00'18.00'3.43%6.50'14.00' 23 GOSNOLD STREET 26+73.24 11.00' RT 2.00'4.00'22.00'0.84%6.50'7.67' 24 GOSNOLD STREET 28+14.09 11.00' RT 2.00'4.00'17.00'2.93%6.50'11.00' 1 1 WIDTH OF DRIV E W A Y R A M P LEFT SIDE TRANSITION LE N G T H HMA SIDEWALK HMA SIDEWALK EDGE OF ROAD W A Y EDGE OF ROAD W A Y GRANITE CURB 1.5% MIN, 15% M A X S L O P E *1.5%*SAWCUT-MEET EXIST PROP HMA DRIVE AS DIRECTED BY THE TOWN AND/OR ENGINEER C L 7.5%* 7.5%* GRANITE CURB 1.5%*wAW1 6" CURB REVEAL MAX 3" CURB REVEAL MIN 6" CURB REVEAL MAX 3" CURB REVEAL MIN 3'-0" MIN PATH O F T R A V E L 1.5%* CROSS S L O P E ***2' CURB COR N E R TYPE A (TYP) C STATION/OFFSET OF PRIMARY DRIVE AT GUTTER L W SIDEWALK WIDTH W LENGTH OF PRIMARY RAMP * TOLERANCE FOR CONSTRUCTION ±0.5% LEGEND: HMA HOT MIX ASPHALT ** TRANSITION TO 3" CURB REVEAL AS SHOWN ON GRADE PLANS ROADWAY DRIVEWAY FOUNDATION 1.5%* SECTION A-A 1.5% TO 15% SLOPE* 3'-0" MIN PATH OF TRAVEL W W1 1 *** TRANSITION WITH CURB CORNER AS RIGHT SIDE TRANSITION LE N G T H L SHOWN ON CONSTRUCTION PLANS SHOWN ON CONSTRUCTION PLANS REFER TO RESPECTIVE PLANS AND PAVING NOTES (SHEET 05) FOR DETAIL N.T.S. HMA SIDEWALK THROUGH DRIVEWAYS 7.5%* 7.5%* OR AS DIRECTED BY THE TOWN AND/OR ENGINEER DWY#ALIGNMENT DWY REFERENCE POINT C LENGTH OF PRIMARY RAMP (W ) PATH OF TRAVEL (MIN 3.00') WIDTH OF DRIVEWAY RAMP (A) ROADWAY GUTTER SLOPE (±) TRANSITION LENGTH STATION OFFSET LEFT RIGHT 29 GOSNOLD STREET 32+07.94 11.00' RT 2.00'4.00'22.00'0.43%6.50'7.67' 30 GOSNOLD STREET 32+58.46 11.00' RT 2.00'4.00'20.00'-1.22%9.00'6.50' 31 GOSNOLD STREET 33+55.41 11.00' RT 2.00'4.00'22.00'-0.53%***7.67'6.50' 33 GOSNOLD STREET 34+31.93 11.00' RT 2.00'4.00'20.00'3.99%6.50'14.00' 36 GOSNOLD STREET 36+43.95 11.00' RT 2.00'4.00'16.00'-0.05%7.67'6.50' 37 GOSNOLD STREET 37+06.48 11.00' RT 2.00'4.00'16.00'2.02%6.50'11.00' 38 GOSNOLD STREET 37+96.33 11.00' RT 2.00'4.00'37.00'-0.92%7.67'6.50' 40 GOSNOLD STREET 38+58.55 11.00' RT 2.00'4.00'24.00'-1.80%9.00'6.50' 41 GOSNOLD STREET 39+30.63 11.00' RT 2.00'4.00'32.00'-2.40%**5.50'6.50' 1 L THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\11 - CONSTRUCTION DETAILS.dwg Plot Date: Mar 09,2023-9:42amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 32 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 32CONSTRUCTION DETAILS - 02 W ROADWAY DRIVEWAY FOUNDATION SECTION A-A VARIES 0.5% MIN 15% MAX EDGE OF ROAD W A Y ROADWAY DOW N G R A D E ( - ) A A SAWCUT-MEET EXIST DRIVE WIDTH C OPENINGL RAMP REFERENCE POINT DRIVEWAYS WITHOUT TRANSITIONS N.T.S. DWY#ALIGNMENT DWY REFERENCE POINT C DEPTH WIDTH STATION OFFSET 2 GOSNOLD STREET 12+55.46 11.00' LT 5.00'26.15' 5 GOSNOLD STREET 14+34.20 11.00' LT 5.00'7.18' 6 GOSNOLD STREET 15+31.16 11.00' LT 5.00'23.58' 7 GOSNOLD STREET 16+32.34 11.00' LT 7.00'39.16' 9 GOSNOLD STREET 20+64.94 11.00' LT 5.00'65.13' 11 GOSNOLD STREET 21+46.63 11.00' LT 5.00'15.60' 13 GOSNOLD STREET 22+03.65 11.00' LT 5.00'25.07' 14 GOSNOLD STREET 22+66.46 11.00' LT 5.00'16.47' 16 GOSNOLD STREET 23+58.54 11.00' LT 5.00'13.77' 18 GOSNOLD STREET 24+44.92 11.00' LT 5.00'17.26' 19 GOSNOLD STREET 24+82.91 11.00' LT 5.00'29.78 20 GOSNOLD STREET 25+61.71 11.00' LT 5.00'31.34' 25 GOSNOLD STREET 28+63.40 11.00' LT 5.00'20.13' 26 ESTEY AVENUE 62+34.86 14.00' LT 11.48'21.64' 27 GOSNOLD STREET 29+69.03 11.00' LT 5.00'28.59' 28 GOSNOLD STREET 31+67.06 11.00' LT 5.00'18.17' 32 GOSNOLD STREET 33+82.77 11.00' LT 5.00'21.64' 34 GOSNOLD STREET 34+64.27 11.00' LT 5.00'16.31' 35 GOSNOLD STREET 35+41.89 11.00' LT 5.00'17.11' 39 GOSNOLD STREET 38+31.96 11.00' LT 5.00'26.26' LDEPTH RADII AS NOTED ON CURB TIE PLANS OR AS DIRECTED (TYP) PROP HMA BERM TYPE A MODIFIED (TYP) LOCATIONS AS SHOWN ON PLANS REFER TO RESPECTIVE PLANS AND PAVING NOTES (SHEET 05) FOR DETAIL PROP DRIVEWAY MATERIAL AS NOTED ON CONSTRUCTION PLANS THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\11 - CONSTRUCTION DETAILS.dwg Plot Date: Mar 09,2023-9:42amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 33 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 33CONSTRUCTION DETAILS - 03 SOLID WOOD STAYS AS PROVIDED BY MANUFACTURER SILT SACK NOTES: 1. REMOVE ACCUMULATED SEDIMENTS AS REQUIRED TO MAINTAIN DRAINAGE. 2. INSPECT FABRIC EVERY WEEK DURING CONSTRUCTION. EXIST. CATCH BASIN TOP EXISTING CONCRETE COLLAR PAVEMENT SURFACE N.T.S. INSTALL SILT SACK UNDER GRATE CASCADE GRATE UNDISTURBED MATERIAL TOP OF CURB GRANITE CURB SHALL BE CUT AS REQUIRED TO SET CATCH BASIN SET CASTING IN GROUT AND GROUT ALL AROUND TO 4" ABOVE FLANGE (UNLESS OTHERWISE NOTED) (TYP.) COAT WITH (2) COATS OF BITUMINOUS DAMPPROOFING DIRECT INLET BOX CATCH BASIN - 5" THICK WALLS AND 5' THICK BASE OUTLET PIPE SIZE TO BE FIELD VERIFIED SLOPE PRECAST CONCRETE GUTTER INLET N.T.S 12" (MIN.) OF 3/4" CRUSHED STONE SECTION PLAN AA NOTES: 1.FRAME AND GRATE SHALL BE RATED FOR HS-20 LOADING. 2.MIN FRAME WEIGHT: 4 FLANGE 295 LBS. 3 FLANGE 265 LBS. 3.USE 3 FLANGE FRAMES AT CURB INLETS. 24"2"8"22" 33-1/2" 33-1/2"33-1/2"1-1/4"1-1/4" NOTE: NOT SUITABLE FOR USE ON MASS DOT PROJECTS SEE ENGINEERING DIRECTIVE MUNICIPAL STANDARD CATCH BASIN FRAME & GRATE N.T.S. PRECAST CONCRETE DEEP SUMP SINGLE CATCH BASIN N.T.S. OUTLET PIPE FLEXIBLE WATERTIGHT SLEEVE REQUIRED. CAST OPENING IN STRUCTURE (TYP.) 12" MIN. OF 3 4" CRUSHED STONE BEDDING UNLESS OTHERWISE NOTED SEAL ALL HOLES WITH HYDRAULIC CEMENT 6" MIN. WALL THICKNESS STANDARD PRECAST BASE IN 3' LENGTHS (MIN.) 4'-0" (SINGLE CATCH BASIN) 5'-0" (DOUBLE CATCH BASIN) 4' MIN. SUMP DEPTH UNLESS OTHERWISE NOTED 8" MIN. THICKNESS STANDARD PRECAST BARREL SECTION COMBINATIONS OF 1', 2', 3', OR 4' LENGTHS AS NEEDED TO BRING CATCH BASIN RIM TO REQUIRED ELEVATION SEAL ALL INTERIOR AND EXTERIOR JOINTS WITH HYDRAULIC CEMENT COAT WITH (2) COATS OF BITUMINOUS DAMPROOFING UNDISTRIBUTED EARTH BUTYL RUBBER JOINT (TYP.) OIL AND DEBRIS TRAP 8" MIN. THICKNESS (H20 LOADING) CLASS A CONCRETE USE BRICK COURSES AS NEEDED TO BRING CATCH BASIN FRAME TO REQUIRED ELEVATION (MAX 3 COURSES OF BRICK) SEAL INSIDE AND OUTSIDE OF BRICK WITH HYDRAULIC CEMENT SET CASTING IN GROUT. GROUT ALL AROUND TO 4" ABOVE FLANGE (UNLESS OTHERWISE NOTED) FINISHED ROAD GRADE CASCADE OR RECTANGULAR HOLE GRATE GRANITE CURB SHALL BE CUT AS REQUIRED TO SET CATCH BASIN TOP OF CURB 2'-0" 8" MIN. PAVEDUNPAVED COMMON FILL IN EARTH IN LEDGE 4" TOPSOIL & SEED SHEETING (IF REQ'D) TO BE CUT OFF 5" MIN. BELOW GROUND & 1" MIN. ABOVE TOP OF PIPE ANY SHEETING DRIVEN BELOW MID-DIA. OF PIPE SHALL BE LEFT IN PLACE DRAIN PIPE BACKFILL (SEE NOTES) PERMANENT HMA TRENCH PATCH (SEE PAVEMENT NOTES SHEET 4) NOTES: 1. COMMON FILL MATERIAL TO CONSIST OF GRANULAR MATERIAL CONTAINING NO STONES LARGER THAN 6" IN GREATEST DIMENSION. 2. BACKFILL WITH SELECT MATERIAL CONTAINING NO STONES LARGER THAN 3" IN GREATEST DIMENSION TO 12" OVER PIPE FOR SEWER AND DRAIN PIPES. 3. PROVIDE SCREENED GRAVEL BEDDING TO MID PIPE DIAMETER WHERE GROUNDWATER IS ENCOUNTERED AS DIRECTED BY THE ENGINEER. 4. REMOVE UNSUITABLE MATERIAL BELOW GRADE IF ENCOUNTERED, TO SUITABLE DEPTHS AS DIRECTED BY ENGINEER AND REPLACE WITH CLEAN GRANULAR FILL. 5. PAYMENT FOR HMA PERMANENT TRENCH PATCHING SHALL BE PAID FOR UNDER ITEM 451. HMA FOR PATCHING NOTES: 1. ALL TRENCH CONSTRUCTION TO CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REQULATIONS. 2. COMPACT FILL AND TAMP PIPE TO 93% MAX. DENSITY UNLESS OTHERWISE SPECIFIED. TRENCH WIDTH D W DIAMETER OF PIPE TO 12" 4' 14" TO 24"5' 30" TO 36"6'6"D 12"9"W (SEE TABLE) N.T.S. PERMANENT TRENCH PATCH THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\11 - CONSTRUCTION DETAILS.dwg Plot Date: Mar 09,2023-9:42amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 34 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 34CONSTRUCTION DETAILS - 04 TEMPORARY HMA RAMP N.T.S. 12 1 TEMPORARY HMA RAMP (ITEM 472.) SAWCUT LINE EXISTING SURFACE EXCAVATED SURFACE VERTICAL GRANITE CURB, TYPE VA4 VARIES 6" SIDEWALK 12" MIN HIGH-EARLY-STRENGTH CEMENT CONCRETE IS INCLUDED IN THE COST OF THE CURB R&R PRICE AND THE NEW CURB PRICE (SEE MASSDOT STANDARD DETAIL E106.3.0) N.T.S. METHOD OF SETTING GRANITE CURB IN EXISTING ROADWAY FOR MILLING AND RESURFACING AREAS SAWCUT EDGE OF TRAVEL WAY EDGE OF TRAVEL WAY 6' OR 8' AS SHOWN ON PLANS 12"DIRECTION OF TRAVEL DIRECTION OF TRAVEL 12" 2' FROM EDGE OF MARKINGS 3' O.CSTOP LINE4' MIN 12" CONTINENTAL STYLE CROSSWALK - 12" WIDE LINES N.T.S. 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 ORIENTATED IN THE DIRECTION OF TRAVEL AND LOCATED OUTSIDE OF THE WHEEL PATH OF VEHICLES. LAYOUT SHALL BE APPROVED BY THE TOWN AND/OR ENGINEER PRIOR TO APPLICATION. 3.ALL CROSSWALKS INSTALLED SHALL CONFORM TO THE RELEVANT PROVISIONS OF THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES DATED 2020, SECTION 860 FOR REFLECTORIZED LINE & MATERIAL M7.01.03.6"(MIN.)8"(MIN.)MIN. 6" 12" DIAMETER FILTER SOCK BLOWN/PLACED FILTER MEDIA (MULCH, COMPOST, OR OTHER)AREA TO BE PROTECTED WORK AREA WORK AREA AREA TO BE PROTECTED 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. 12" DIAMETER FILTER SOCK WATER FLOW PLAN 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. 1 12 TYPE "A" BERM SLOPE OF SHOULDER4" BINDER TOP COURSE SUBBASE LEVEL SLOPE VA R I E S ( S E E N O T E 2 ) SURFACE TREATMENT (VARIES) 12"12" MIN. SHOULDER VARIES (SEE NOTE 1) 75° NOTES: 1.THIS DIMENSION VARIES WITH THE THICKNESS OF THE TOP COURSE AND SLOPE OF BINDER 2.SEE TYPICAL SECTIONS FOR PROJECT N.T.S. 12" DIAMETER SEDIMENTATION BARRIER N.T.S. HOT MIX ASPHALT BERM TYPE A - MODIFIED TOP COURSE LEVEL SURFACE TREATMENT (VARIES) 12" SHOULDER N.T.S. EDGE OF PAVEMENT PROP LOAM & SEED 4:1 TYP; 2:1 MAX SLOPE TO MEET EXIST GRADE REM EXIST PAVEMENT PROP LOAM & SEED 12" SAWCUT PROP 4" HMA BINDER COURSE AS DIRECTED BY THE TOWN AND SHALL BE INCIDENTAL TO THE HMA BERM ITEM SAWCUT ALONG PROP EOP REM EXIST PAVEMENT PROP 4" ORDINARY BORROW OR AS DIRECTED TO EXIST EOP THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\11 - CONSTRUCTION DETAILS.dwg Plot Date: Mar 09,2023-9:42amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 35 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 35CONSTRUCTION DETAILS - 05 TYPICAL MOVABLE WORK AREA "OPERATIONAL" (DAY-TO-DAY) PLANW20-4100'50'350'350' TRAFFIC VOLUMES EXIST 3. SETUP MUST BE REMOVED BY END OF WORK DAY. INTERSECTION IS SUFFICIENT WHEN LOW OFFICER POSITIONED IN THE CENTER OF THE 2. RURAL SITUATION - DELETE HIGH VISIBILITY WARNING DEVICES. NOTE THAT ONE POLICE NOTES: 1. URBAN SITUATION DEPICTED. THREE POLICE OFFICERS MAY BE REQUIRED.W20-7b100'50' MAXP W20-4 W20-7b P P 350'350' W20-4W20-7b P N.T.S.NOT TO SCALE CONSTRUCTION SIGN POLICE DETAIL TYPE III BARICADE WORK ZONE PROPOSED TRAFFIC FLOW CHANNELIZING DEVICE LEGENDTEMPORARY SIGNS SIGN DESIGNATION LEGEND WIDTHHEIGHT POLICE OFFICER AHEADW20-7b 36" ONE LANE ROAD AHEAD ROAD WORK AHEAD W20-4 W20-1 36"36" 36" 36" 36"36" 36" panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 FLAGGER AHEADW20-7a 36"36"36"36" P W20-450'-100'250'250'W20-7bW20-4 W20-7b P P W20-1 50' 250' 50'-100'W20-7b250'W20-4250' W20-4 TYPICAL MOVABLE WORK AREA "OPERATIONAL" (DAY-TO-DAY) PLAN A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION SHALL BE MAINTAINED AT ALL TIMES. EXCAVATION EDGES IN EXCESS OF 4 INCHES DEEP SHALL BE PROTECTED DURING ADVISORY SPEED PLATES (W13-1) SHALL BE USED IF APPROPRIATE AND AS NONESSENTIAL TEMPORARY CONSTRUCTION TRAFFIC CONTROL DEVICES DIRECTED BY THE ENGINEER. SHALL BE COVERED OR REMOVED DURING NON-WORKING HOURS. 12. 11. THE CONTRACTOR SHALL NOTIFY THE TOWN OF BARNSTABLE POLICE, FIRE, GRADE SEPARATIONS IN EXCESS OF 2 INCHES DURING NON-WORKING HOURS THE CONTRACTOR SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN SOIL COMPACTED TO A 4:1 SLOPE. NON-WORKING HOURS BY BACKFILLING WITH A WEDGE OF GRAVEL OR WILL REQUIRE DELINEATION BY USE OF DRUMS. AND DEPARTMENT OF PUBLIC WORKS AT LEAST 48 HOURS IN ADVANCE OF LANE CLOSURES. TEMPORARY DRIVEWAY PAVEMENT PLACEMENT AND SIMILAR OPERATIONS. TEMPORARY CLOSURE OF ACCESS, SUCH AS EXISTING PAVEMENT EXCAVATION, ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE BOTH DURING AND AFTER WORK HOURS, TO MAINTAIN SUCH ACCESS. 10. 9. 8. 6. 5. 4. OF PEDESTRIAN, VEHICULAR AND EMERGENCY TRAFFIC THROUGH THE WORK AREAS, CONFORM WITH PART 6 OF THE LATEST EDITION MANUAL ON UNIFORM TRAFFIC CONTROL ALL DRUMS SHALL BE APPROPRIATELY PLACED AND MOVED AS NECESSARY CONTROL DEVICES, GRADING AND TEMPORARY PAVEMENT FOR PASSAGE WORK MAY REQUIRE ADDITIONAL SIGNS, DRUMS AND OTHER TRAFFIC TO MAINTAIN ADEQUATE ABUTTER ACCESS AT ALL TIMES. ALL CONSTRUCTION SIGNING, DRUMS, BARRICADES AND OTHER DEVICES SHALL OR ADJUSTED BY THE RESIDENT ENGINEER. ALL CHANNELIZING DEVICES SHALL BE SET @ 25' O.C. MAX. UNLESS OTHERWISE NOTED DEVICES (M.U.T.C.D.) 3. 2. 1. 7. DETOURS MAY ONLY BE CONSIDERED FOR TRAVELWAY SURFACE RESTORATION WORK ONLY (I.E. PAVEMENT COLD PLANE AND RESURFACING) AT THE APPROVAL OF THE RESIDENT ENGINEER. EXCEPTIONS MAY BE MADE FOR MAJOR INTERSECTION WORK, BUT MUST BE APPROVED IN WRITING BY THE RESIDENT ENGINEER AND COORDINATED WITH THE APPROPRIATE SUPPORTS FOR ALL TRAFFIC MANAGEMENT SIGNS SHALL BE 4" X 4" PRESSURE TREATED WOOD POSTS. 14. ALL DISTANCE MAY BE ADJUSTED TO FIT FIELD CONDITIONS, AS DIRECTED BY THE TOWN. 13. ANY LANE CLOUSURE WORK MUST BE PERFORMED BETWEEN THE HOURS OF 7:00 AM - 3:30 PM ONLY, EXCEPTION FOR A SHORT PERIOD OF TIME AS APPROVED BY THE TOWN. 15. HOWEVER MINIMUM DISTANCES, WHERE INDICATED SHALL BE MAINTAINED. CEMENT CONCRETE BARRIERS TO BE USED AS NEEDED AND DIRECTED BY THE TOWN.16. ALL TEMPORARY TRAFFIC CONTROL WORK FOR SIDEWALK CLOSURE AND PEDESTRIAN DETOUR SHALL CONFORM TO THE LATEST EDITION OF THE MASSDOT STANDARD 17. DETAILS AND DRAWINGS FOR THE DEVELOPMENT OF TEMPORARY TRAFFIC CONTROL PLANS FIGURE PED-1 TO FIGURE PED-7. WORKING BEYOND THESE HOURS OR OVER THE WEEKEND MUST BE APPROVED BY THE TOWN. LOCAL AUTHORITIES. CONSTRUCTION SHALL NOT TAKE PLACE DURING THE SUMMER MONTHS (BETWEEN MEMORIAL DAY AND LABOR DAY). 18.N.T.S. N.T.S. THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\12 - TRAFFIC MANAGEMENT PLANS.dwg Plot Date: Mar 09,2023-9:37amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 36 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 36TRAFFIC MANAGEMENT PLANS - 01 50' W20-4 350'350' CHANNELIZING DEVICE @ 20' O.C. P W5-1 350' W1-4L W13-1 350' CHANNELIZING DEVICE @ 15' O.C. TYPICAL TWO WAY STREET LANE CLOSURE WORK AREA50'VARIES 50' MAX. 11' MIN. 350'350' W20-4 CHANNELIZING DEVICE @ 25' O.C. L=TAPER LENGTH S=POSTED SPEED LIMIT W=WIDTH OF ROADWAY TO BE SHIFTED OR REDIRECTEDTYPICAL TWO WAY STREET LANE SHIFT 22' MIN. 50'WORK AREA VARIES L=WS*60 2 350'350' W13-1 W1-4R W5-1 SEE NOTE BELOW L/2 * CHANNELIZING DEVICE @ 20' O.C. CHANNELIZING DEVICE @ 20' O.C. CHANNELIZING DEVICE @ 20' O.C. CHANNELIZING DEVICE @ 20' O.C. L/2 * NOTES: 1.WORK THAT WILL DISRUPT EXISTING TRAFFIC PATTERNS WITHIN THE EXISTING ROADWAYS (LANE REDUCTION, ETC.) SHALL ONLY BE DONE DURING OFF PEAK HOURS. NUMBERS AND LOCATION OF POLICE DETAILS FOR WORK ZONE AND/OR DETOUR MANAGEMENT SHALL BE DETERMINED BY THE TOWN ON A CASE BY CASE BASIS, AS WORK PROGRESSES. 2.TEMPORARY LANE CLOSURES SHOWN ARE FOR ROADWAY CONSTRUCTION. ALL DRUMS AND SIGNS ARE SHOWN AS THEY SHOULD APPEAR DURING THE WORKING DAY, OR WHILE OPERATING IN THE WORK ZONE. FOR WORK ON OPPOSITE SIDES OF ROADWAY, REVERSE ALL SIGNING, DRUMS, AND TAPER LENGTHS. W1-4L W1-4R W20-7a or W20-7b W20-7a or W20-7b P TEMPORARY SIGNS SIGN DESIGNATION LEGEND WIDTHHEIGHT P N.T.S.NOT TO SCALE CONSTRUCTION SIGN WORK ZONE POLICE DETAIL TYPE III BARICADE REFLECTORIZED DRUM PROPOSED TRAFFIC FLOW LEGEND ROAD NARROWS W1-4L W13-1 XX MPH W1-4R W5-1 24" 30" 30" 36" 30" 24" 30" 36" POLICE OFFICER AHEADW20-7b 36" ONE LANE ROAD AHEAD ROAD WORK AHEAD W20-4 W20-1 36"36" 36" 36" 36"36" 36" panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 R9-9 30"18" SIDEWALK CLOSED FLAGGER AHEADW20-7a 36"36"36"36" NOTES PEDESTRIAN BYPASS EXISTING SIDEWALK EXISTING SIDEWALK SHOULDER CLOSED R9-9 TYPE I TYPE III BARRICADE PEDESTRIAN PATH 1. ADDITIONAL ADVANCE WARNING MAY BE NECESSARY. 2. CONTROLS ONLY FOR PEDESTRIAN TRAFFIC ARE SHOWN. VEHICULAR TRAFFIC SHOULD BE HANDLED AS SHOWN ELSEWHERE. 3. IF THE WORK ZONE DOES NOT PERMIT PEDESTRIANS TO TRAVEL ADJACENT TO IT AS SHOWN, PEDESTRIANS MAY BE REQUIRED TO CROSS TO THE OPPOSITE SIDE OF THE STREET AS DIRECTED BY THE TOWN. 4. BYPASS IS TO BE USED IN CONJUNCTION WITH THE PROPOSED LANE CLOSURE DETAILS AND DURING CONSTRUCTION STAGING, AS DIRECTED BY THE TOWN. 5. ACCESS TO ALL BUSINESSES AND RESIDENCES SHALL BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE DIRECTED BY THE TOWN. R9-9 NOTES: 1. CURB RAMPS SHALL BE A MINIMUM WIDTH OF 5 FEET WITH A FIRM, STABLE AND NON-SLIP SURFACE. 2.PROTECTIVE EDGING WITH A 2 IN. MINIMUM HEIGHT SHALL BE INSTALLED WHEN THE CURB RAMP OR LANDING PLATFORM HAS A VERTICAL DROP OF 6 IN. OR GREATER OR HAS A SIDE APRON SLOPE STEEPER THAN 1:3 (33%). PROTECTIVE EDGING SHOULD BE CONSIDER WHEN THE CURB RAMPS OR LANDING PLATFORMS HAVE A VERTICAL DROP OF 3 IN. OR MORE. 3.DETECTABLE EDGE WITH 6 IN. MINIMUM HEIGHT AND CONTRAST COLOR SHALL BE INSTALLED ON ALL CURB RAMP LANDINGS WHERE THE WALKWAY CHANGES DIRECTION (TURNS). 4.CURB RAMPS AND LANDINGS SHOULD HAVE A 1:50 (2%) MAX. CROSS-SLOPE. 5.A MINIMUM CLEAR SPACE OF 48X48 IN. SHALL BE PROVIDED ABOVE AND BELOW THE CURB RAMP. 6.THE CURB RAMP WALKWAY EDGE SHALL BE MARKED WITH A CONTRASTING COLOR 2 TO 4 IN. WIDE MARKING. THE MARKING IS OPTIONAL WHERE COLOR CONTRASTING EDGING IS USED. 7.WATER FLOW IN THE GUTTER SYSTEM SHALL HAVE MINIMAL RESTRICTION. 8.LATERAL JOINTS OR GAPS BETWEEN SURFACES SHALL BE LESS THAN 0.5 IN. WIDTH 9.CHANGES BETWEEN SURFACE HEIGHTS SHOULD NOT EXCEED 0.5 IN. LATERAL EDGES SHOULD BE VERTICAL UP TO 0.25 IN. HIGH, AND BEVELED AT 1:2 BETWEEN 0.25 IN. AND 0.5. IN. HEIGHT. N.T.S. N.T.S. N.T.S. THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING Sheet No.Drawing file: I:\Barnstable.271\22010758 - Gosnold Street Improvements\01 ACAD\Sheet\12 - TRAFFIC MANAGEMENT PLANS.dwg Plot Date: Mar 09,2023-9:37amDATEMARK DESCRIPTION Approved by Checked by Job No. Scale Date Designed by Drawn by AS NOTED MAR 2023 22010758 37 ROADWAY IMPROVEMENTS ALONG GOSNOLD STREET BARNSTABLE, MASSACHUSETTS JM JM BLH JDF 37TRAFFIC MANAGEMENT PLANS - 02