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LIBERTY HILL AVENUE BATES ELEMENTARY SCHOOL NORTH STREET APPLETON STREET SARGENT STREET ORNE STREET SCHOOL STREET TREMONT STREET MARGIN STREET DEARBORN STREET FELT STREET LEE STREET UPHAM STREET 114 114 FRANKLIN STREET BALCOMB STREET HIGHLAND STREET MASON STREET HARMONY GROVE ROAD GARDNER STREET KERNWOOD STREET SERGEANT JAMES AYUBE MEMORIAL DRIVE 1A BRIDGE STREET BRIDGE STREET WALNUT STREET WEBB STREET DANVERS RIVER NORTH RIVER CRANE RIVER DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION APPROVED: DIVISION ADMINISTRATOR DATE DATE CHIEF ENGINEER DATE RECOMMENDED FOR APPROVAL APPROVED HIGHWAY ADMINISTRATOR DATE DESCRIPTION REV # 5/25/2018 25/75% SUBMISSION 0 THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED APRIL 1, 2019, 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. TITLE SHEET & INDEX 1 PS&E SUBMITTAL DESIGN DESIGNATION (LIBERTY HILL AVENUE) DESIGN SPEED 30 MPH ADT (2016) 6,137 ADT (2018) 6,260 K 20% D 66% T (PEAK HOUR) 15% T (AVERAGE DAY) 17% DHV 1,252 DDHV 826 FUNCTIONAL CLASSIFICATION URBAN ARTERIAL PROJECT END STA. 31+00.00 N 3021057.9543 E816568.6997 PROJECT BEGIN STA. 10+70.00 N 3019073.4721 E816334.9293 PROJECT LOCATION INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET & INDEX 2 LEGEND & ABBREVIATIONS 3 KEY PLAN 4 TYPICAL SECTIONS 5-8 CONSTRUCTION PLANS PROFILES 12-15 CURB TIE PLANS 16-19 GRADING PLANS 20-21 WHEELCHAIR RAMP GRADING DETAILS 22 DRIVEWAY GRADING DETAILS 23-26 TRAFFIC SIGN & PAVEMENT MARKINGS 27 TRAFFIC SIGN SUMMARY 28-30 TEMPORARY TRAFFIC CONTROL PLANS 31-34 DRAINAGE & UTILITY PLANS 35-37 CONSTRUCTION DETAILS 38-39 WHEELCHAIR RAMP/DRIVEWAY DETAILS 40-43 PAVING PLANS 44-61 CROSS SECTIONS N LENGTH OF PROJECT = 2,375.00 FEET = 0.449 MILES 1000 SCALE: 1" = 1000' 0 2000 3000 4000 8/19/2019 100% SUBMISSION 0 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD1(TITLE_SHEET_INDEX).DWG 31-Dec-2019 1:56 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 LIMIT OF WORK STA. 41+24.00 N3019088.9855 E816491.4732 LIMIT OF WORK STA. 46+02.00 N3019331.6570 E816365.0525 LIMIT OF WORK STA. 51+01.00 N3019586.5169 E816377.1361 12/31/2019 PS&E SUBMISSION 0 ---PAGE BREAK--- GENERAL SYMBOLS EXISTING PROPOSED DESCRIPTION JERSEY BARRIER CATCH BASIN CATCH BASIN CURB INLET FLAG POLE GAS PUMP MAIL BOX POST SQUARE POST CIRCULAR WELL ELECTRIC HANDHOLE FENCE GATE POST GAS GATE BORING HOLE MONITORING WELL TEST PIT HYDRANT LIGHT POLE COUNTY BOUND GPS POINT CABLE MANHOLE DRAINAGE MANHOLE ELECTRIC MANHOLE GAS MANHOLE MISC MANHOLE SEWER MANHOLE TELEPHONE MANHOLE WATER MANHOLE MASSACHUSETTS HIGHWAY BOUND MONUMENT STONE BOUND TOWN OR CITY BOUND TRAVERSE OR TRIANGULATION STATION TROLLEY POLE OR GUY POLE TRANSMISSION POLE UTILITY POLE W/ FIREBOX UTILITY POLE WITH DOUBLE LIGHT UTILITY POLE W / 1 LIGHT UTILITY POLE BUSH TREE STUMP SWAMP / MARSH WATER GATE PARKING METER OVERHEAD CABLE/WIRE CURBING CONTOURS (ON-THE-GROUND SURVEY DATA) CONTOURS (PHOTOGRAMMETRIC DATA) UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER) BALANCED STONE WALL GUARD RAIL - STEEL POSTS GUARD RAIL - WOOD POSTS CHAIN LINK OR METAL FENCE WOOD FENCE HAY BALES/SILT FENCE TREE LINE SAWCUT LINE TOP OR BOTTOM OF SLOPE EDGE OF PAVEMENT LIMIT OF MICROMILLING AND OVERLAY BANK OF RIVER OR STREAM BORDER OF WETLAND 100 FT WETLAND BUFFER 200 FT RIVERFRONT BUFFER STATE HIGHWAY LAYOUT TOWN OR CITY LAYOUT COUNTY LAYOUT RAILROAD SIDELINE TOWN OR CITY BOUNDARY LINE PROPERTY LINE OR APPROXIMATE PROPERTY LINE EASEMENT TRAFFIC SYMBOLS EXISTING PROPOSED DESCRIPTION CONTROLLER PHASE ACTUATED TRAFFIC SIGNAL HEAD (SIZE AS NOTED) WIRE LOOP DETECTOR 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 PAVEMENT MARKINGS SYMBOLS EXISTING PROPOSED DESCRIPTION PAVEMENT ARROW - WHITE LEGEND "ONLY" - WHITE STOP LINE (12") CROSSWALK SOLID WHITE LINE SOLID YELLOW LINE BROKEN WHITE LINE BROKEN YELLOW LINE DOTTED WHITE LINE DOTTED YELLOW LINE DOTTED WHITE LINE EXTENSION DOTTED YELLOW LINE EXTENSION DOUBLE WHITE LINE DOUBLE YELLOW LINE TRAFFIC SIGNAL ABBREVIATIONS CAB CABINET CCVE CLOSED CIRCUIT VIDEO EQUIPMENT DW STEADY UPRAISED HAND FDW FLASHING UPRAISED HAND FR FLASHING CIRCULAR RED FRL FLASHING RED LEFT ARROW FRR FLASHING RED RIGHT ARROW FY FLASHING CIRCULAR YELLOW FYL FLASHING YELLOW LEFT ARROW FYR FLASHING YELLOW 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, TILT, 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 WALKING PERSON Y STEADY CIRCULAR YELLOW YL STEADY YELLOW LEFT ARROW 20' 20' 1 M * RRSG DBYL DBWL BWL SWL CW ONLY SL DYLEx DWLEx DYL BYL DWL SYL JB CB FP GP MB WELL EHH GG BHL # MW # TP # MHB TPL or GUY UFB UPDL ULT UPL WG PM LEGEND & ABBREVIATIONS 2 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD2(LEGEND).DWG 31-Dec-2019 1:56 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ABBREVIATIONS GENERAL AADT ANNUAL AVERAGE DAILY TRAFFIC ABAN ABANDON A.C. ASPHALT CONCRETE ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE ADJ ADJUST TO ELEVATION APPROX. APPROXIMATE BC BOTTOM OF CURB BD. BOUND BIT. BITUMINOUS BL BASELINE BLDG BUILDING BM BENCHMARK BO BY OTHERS BOS BOTTOM OF SLOPE BR. BRIDGE CB CATCH BASIN CBCI CATCH BASIN WITH CURB INLET CC CEMENT CONCRETE CCM CEMENT CONCRETE MASONRY CEM CEMENT CI CURB INLET CIP CAST IRON PIPE CL CENTERLINE CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE CO. COUNTY CONC CONCRETE CONT CONTINUOUS CONST CONSTRUCTION CR GR CROWN GRADE CSP CORRUGATED STEEL PIPE DHV DESIGN HOURLY VOLUME DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DW STEADY DON'T WALK - PORTLAND ORANGE DWY DRIVEWAY ELEV (or EL.) ELEVATION EMB EMBANKMENT EOP EDGE OF PAVEMENT EXC EXCAVATION EXIST (or EX) EXISTING F&C FRAME AND COVER F&G FRAME AND GRATE FDN. FOUNDATION FIELDSTONE FYG FLUORESCENT YELLOW- GREEN GAR GARAGE GD GROUND GG GAS GATE GI GUTTER INLET GIP GALVANIZED IRON PIPE GRAN GRANITE GRAV GRAVEL GRD GUARD HDW HEADWALL HMA HOT MIX ASPHALT HOR HORIZONTAL HYD HYDRANT INV INVERT JCT JUNCTION L LENGTH OF CURVE LB LEACH BASIN LP LIGHT POLE LT LEFT MAX MAXIMUM MB MAILBOX MH MANHOLE MHB MASSACHUSETTS HIGHWAY BOUND MIN MINIMUM NIC NOT IN CONTRACT NO. NUMBER PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE P.G.L. PROFILE GRADE LINE PI POINT OF INTERSECTION POC POINT ON CURVE POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE PROJ PROJECT PROP PROPOSED PSB PLANTABLE SOIL BORROW PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY ABBREVIATIONS (cont.) GENERAL PWW PAVED WATER WAY R RADIUS OF CURVATURE RCP REINFORCED CONCRETE PIPE R&D REMOVE AND DISPOSE RD ROAD RDWY ROADWAY REM REMOVE RET RETAIN RET WALL RETAINING WALL ROW RIGHT OF WAY R&R REMOVE AND RESET RR RAILROAD R&S REMOVE AND STACK RT RIGHT SB STONE BOUND SHLD SHOULDER SHLO STATE HIGHWAY LAYOUT LINE SMH SEWER MANHOLE SSD STOPPING SIGHT DISTANCE ST STREET STA STATION SW SIDEWALK T TANGENT DISTANCE OF CURVE/TRUCK % TAN TANGENT TC TOP OF CURB TEMP TEMPORARY TOS TOP OF SLOPE TOW TOP OF WATER TYP TYPICAL UP UTILITY POLE VAR VARIES VC VERTICAL CURVE VERT VERTICAL VGC VERTICAL GRANITE CURB WCR WHEEL CHAIR RAMP WG WATER GATE WIP WROUGHT IRON PIPE WM WATER METER/WATER MAIN WSO WATER SHUT OFF VALVE X-SECT CROSS SECTION ---PAGE BREAK--- APPLETON STREET NURSERY STREET LIBERTY HILL AVENUE LIBERTY HILL AVENUE 51 50+00 51+70 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 10+00 31+65 46 45+00 47+00 41 42 40+00 43+00 PROJECT BEGIN STA 10+70 N3019073.4721 E816334.9293 PROJECT END STA 31+00 N3021057.9543 E816568.6997 LIMIT OF WORK STA 41+24 N3019088.9855 E816491.4732 LIMIT OF WORK STA 46+02 N3019331.6570 E816365.0525 LIMIT OF WORK STA 51+01 N3019586.5169 E816377.1361 KEY PLAN N LEGEND 3 80 SCALE: 1" = 80' 0 200 400 CONSTRUCTION PLAN CURB TIE PLAN GRADING PLAN X TRAFFIC SIGNS & PAVEMENT MARKINGS DRAINAGE & UTILITY PLAN X X X X 12 23 16 31 5 13 24 17 32 6 14 25 18 33 7 15 26 19 34 8 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD3(KEY_PLAN).DWG 31-Dec-2019 1:56 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- GENERAL PAVEMENT NOTE: 1. ANY EXISTING GRAVEL BASE DEEMED SUITABLE FOR REUSE BY THE RESIDENT ENGINEER SHALL REMAIN AND BE COMPACTED. ADD GRAVEL BORROW TYPE b AS REQUIRED. 2. ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED BETWEEN ALL ASPHALT SURFACES AND SAWCUT JOINTS BEFORE PAVING. HMA JOINT SEALANT SHALL BE APPLIED TO ALL COLD JOINTS (LONGITUDINAL AND TRANSVERSE) BEFORE PAVING SURFACE COURSE. ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED AT A RATE OF 0.05 GAL/SY, EXCEPT OVER MILLED AND CEMENT CONCRETE SURFACES, WHERE THE APPLICATION RATE SHALL BE 0.07 GAL/SY. ALL SURFACES SHALL BE CLEAN OF ALL ORGANICS, DEBRIS, AND SAND PRIOR TO PAVING. 3. ASPHALT EMULSION FOR TACK COAT SHALL BE GRADE RS-1H AND SHALL MEET THE REQUIREMENTS OF AASHTO M 140. 4. ALL HMA SUPPLIED SHALL BE MODIFIED USING WARM MIX ADDITIVE IN ACCORDANCE WITH SECTION 450. LIBERTY HILL AVENUE STA 13+50± TO STA 15+50± NTS *TOLERANCE FOR CONSTRUCTION ±0.5% EXISTING PAVEMENT 6" (MIN) PROP GRAN CURB TYPE VB 6" REVEAL) SAWCUT 1.5%* 6' MIN CEM CONC SIDEWALK EXISTING GROUND EXIST ROW CONST BL CITY LAYOUT PUBLIC - 50' WIDE 19.0' CEMENT CONCRETE SIDEWALK/WHEELCHAIR RAMP SURFACE: 4" CEMENT CONCRETE (4000 PSI, 3/4", 610, AIR-ENTRAINED) BASE: 8" GRAVEL BORROW TYPE B CEMENT CONCRETE AT DRIVEWAY SURFACE: 6" CEMENT CONCRETE (4000 PSI, 3/4", 610, AIR-ENTRAINED) 8" GRAVEL BORROW TYPE B HOT MIX ASPHALT (HMA) FULL DEPTH SURFACE: 1.5" SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5) OVER INTERMEDIATE: 2.5" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0) BASE: 6" CEMENT CONCRETE BASE COURSE OVER (HIGH EARLY STRENGTH) SUB-BASE 8" GRAVEL BORROW TYPE B (SEE GENERAL PAVEMENT NOTE 1) HOT MIX ASPHALT (HMA) SIDEWALK SURFACE: 1.0" SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5) OVER 1.5" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) BASE: 8" GRAVEL BORROW TYPE B MILLING & OVERLAY SURFACE COURSE SURFACE: 1.5" SUPERPAVE SURFACE COURSE (SSC-9.5) PAVEMENT MILLING 1.5" MICROMILLING FULL DEPTH PAVEMENT CONSTRUCTION FOR UTILITY TRENCH SURFACE: 1.0" SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5) OVER 5.50" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0) PLACED IN TWO LAYERS BASE: 12" GRAVEL BORROW TYPE B EDGE OF PAVEMENT 1.5%* PROP FILL WITH 4" LOAM & SEED CONST BL 16.5' PROP TRAVEL LANE EXIST ROW 6" (MIN) PROP GRAN CURB TYPE VB 6" REVEAL) SAWCUT EXISTING GROUND LIBERTY HILL AVENUE STA 11+20± TO STA 11+90± *TOLERANCE FOR CONSTRUCTION ±0.5% 6.0' MIN CEM CONC SIDEWALK EXIST ROW CITY LAYOUT PUBLIC - 50' WIDE EXIST ROW EXISTING PAVEMENT EDGE OF PAVEMENT 8.0' PROP PARKING 11.0' PROP TRAVEL LANE VARIES VARIES LIBERTY HILL AVENUE STA 17+00± TO STA 20+00± NTS *TOLERANCE FOR CONSTRUCTION ±0.5% EXIST ROW CITY LAYOUT PUBLIC - 50' WIDE EXIST ROW CONST BL EXISTING PAVEMENT EXISTING GROUND EDGE OF PAVEMENT EDGE OF PAVEMENT EXIST ROW CITY LAYOUT PUBLIC - 50' WIDE EXIST ROW CONST BL LIBERTY HILL AVENUE STA 20+00± TO STA 26+50± NTS *TOLERANCE FOR CONSTRUCTION ±0.5% EXISTING GROUND EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING PAVEMENT 8.0' PROP PARKING 11.0' PROP TRAVEL LANE PROP TRAVEL LANE-VARIABLE WIDTH 16.8' EXISTING LANE 17.0' EXISTING LANE-VARIABLE WIDTH 8.0' PROP PARKING 11.0' PROP TRAVEL LANE PROP TRAVEL LANE-VARIABLE WIDTH 17.1' EXISTING LANE 16.2' EXISTING LANE-VARIABLE WIDTH PROP TRAVEL LANE-VARIABLE WIDTH EX DOUBLE YELLOW CENTER LINE 4" DYCL PROP DOUBLE YELLOW CENTER LINE 4" DYCL EX DOUBLE YELLOW CENTER LINE 4" DYCL PROP DOUBLE YELLOW CENTER LINE 4" DYCL PROP TRAVEL LANE-VARIABLE WIDTH PROP DOUBLE YELLOW CENTER LINE 4" DYCL EX DOUBLE YELLOW CENTER LINE 4" DYCL 16.3' EXISTING LANE-VARIABLE WIDTH 16.1' EXISTING LANE 19.4' EXISTING LANE-VARIABLE WIDTH EX DOUBLE YELLOW CENTER LINE 4" DYCL PROP DOUBLE YELLOW CENTER LINE 4" DYCL MILLING & OVERLAY TYPICAL SECTIONS 4 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD4(TYPICAL_SECTIONS).DWG 31-Dec-2019 1:56 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 45+00 47+00 40+00 43+00 PC +49.91 PRC +81.27 PT +30.77 10+00 12+52.81 LIBERTY HILL AVENUE= 45+00.00 APPLETON STREET (NORTH) 12+59.91 LIBERTY HILL AVENUE= 43+00.00 APPLETON STREET (SOUTH) PROJECT BEGIN STA 10+70 N3019073.4721 E816334.9293 LIMIT OF WORK STA 41+24 N3019088.9855 E816491.4732 LIMIT OF WORK STA 46+02 N3019331.6570 E816365.0525 D WCR-1 WCR-2 WCR-3 WCR-4 SAWCUT & MEET EXIST SW & VGC SAWCUT & MEET EXIST SW & VGC SAWCUT & MEET EXIST SAWCUT & MEET EXIST SAWCUT & MEET EXIST SW & VGC SAWCUT & MEET EXIST SW & VGC SAWCUT & MEET EXIST SW & VGC PROP VGC (TYPE VA4) PROP VGC (TYPE VA4) PROP VGC (TYPE VA4) PROP 6.5' (MIN) CEM CONC SW PROP CEM CONC SW PROP CEM CONC SW DW-2 PROP LOAM & SEED PROP LOAM & SEED R&R EXIST VGC R&R EXIST VGC RET UP RET UP APPLETON STREET LIBERTY HILL AVENUE APPLETON STREET LIBERTY HILL AVENUE (PUBLIC) (PUBLIC-40'WIDE-CITY L.O. OF 1900) CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 CITY LAYOUT OF 1900 CITY LAYOUT OF 1900 CITY LAYOUT OF 1870 CITY LAYOUT OF 1903 CITY LAYOUT OF 1960 CITY LAYOUT OF 1887 CITY LAYOUT OF 1895 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) (PUBLIC-60'WIDE-CITY LAYOUT) 6.00 DW-1 RET FENCE RET HYD ADJ WG ADJ WSO TEMP EASEMENT TEMP EASEMENT 46 41 42 11 12 13 14 15 PROP CEM CONC SW REM EXIST HMA SW PROP CEM CONC SW DW-3 PROP FULL DEPTH PAVEMENT PROP FULL DEPTH PAVEMENT LIMIT OF MILL & OVERLAY STA 11+07 LIMIT OF MILL & OVERLAY STA 41+95 LIMIT OF MILL & OVERLAY STA 13+56 LIMIT OF MILL & OVERLAY STA 46+01 R&R EXIST VGC R&R EXIST VGC R&D EX VGC R&R BRICK WALK PROP HMA SW PROP HMA SW PROP HMA SW PROTECT & RET TREE PROTECT & RET TREE PROTECT & RET TREE PROTECT & RET TREE SR SR PROP FULL DEPTH PAVEMENT REMOVE EXIST HMA PROPOSED PLANTING TABLE ABBREVIATION SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS SR 2 SYRINGA RETICULATA JAPANESE LILAC TREE 2"-2.5" CONSTRUCTION PLANS 5 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS SEE SHEET 31 CONTINUED ON SHEET NO. 6 N 20 SCALE: 1" = 20' 0 50 100 CONSTRUCTION NOTES: 1. EXISTING CONDITIONS INFORMATION PLAN BY NITSCH ENGINEERING SURVEY CONSULTANTS, BOSTON MASSACHUSETTS DATED NOVEMBER 2017. HORIZONTAL DATUM = NAD83 (MASSACHUSETTS STATE PLANE COORDINATES). VERTICAL DATUM = NAVD88 2. ALL EXISTING STATE, COUNTY, CITY, AND TOWN LOCATION LINES AND PRIVATE PROPERTY LINES HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATION AND THEIR EXACT LOCATIONS ARE NOT GUARANTEED. THE CONTRACTOR WILL BE RESPONSIBLE FOR PRESERVING ALL EXISTING PROPERTY PINS AND HIGHWAY BOUNDS AND WILL REPLACE ANY PROPERTY PINS AND HIGHWAY BOUNDS THAT ARE DISPLACED DURING CONSTRUCTION TO THEIR LOCATION JUST PRIOR TO CONSTRUCTION. 3. THE TERM "MEET EXIST" MEANS TO MEET BOTH THE EXISTING ALIGNMENT AND ELEVATION. 4. AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF 3'-0" SHALL BE MAINTAINED PAST ALL OBSTRUCTIONS FOR THE PROPOSED CONDITION (UTILITY POLES, SIGNS, MAILBOXES, ALONG DRIVEWAY OPENINGS, ETC.) 5. PROPOSED GRANITE TRANSITION CURBING SHALL BE USED AT ALL WHEELCHAIR RAMPS TO MEET EXISTING PAVEMENT WHEN REQUIRED. 6. ADJUST ALL MANHOLES, HANDHOLES, AND OTHER SURFACE STRUCTURES WITHIN THE PROPOSED LIMIT OF WORK. LEGEND: WCR-# WHEELCHAIR RAMP IDENTIFIER DW-# DRIVEWAY IDENTIFIER FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD5(CONSTRUCTION_PLANS).DWG 31-Dec-2019 1:56 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- PC +05.72 PT +31.86 50+00 51+70 16+12.29 LIBERTY HILL AVENUE= 51+70.00 NURSERY STREET D D WCR-5 WCR-6 SAWCUT & MEET EXIST SW & VGC SAWCUT & MEET EXIST SW & VGC PROP VGC (TYPE VA4) PROP CEM CONC DWY DW-2 RET UP PROTECT & RET TREE NURSERY STREET (PUBLIC-40'WIDE-CITY L.O. OF 1900) LIBERTY HILL AVENUE CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 CITY LAYOUT OF 1900 CITY LAYOUT OF 1900 CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) PROP CEM CONC SW RET FENCE PROP LOAM & SEED PROP FLASHING SCHOOL ZONE SIGN AND BEACON ON PROP POST AND CONC FDN SEE DETAIL SHEET 35 TEMP EASEMENT TEMP EASEMENT 15 16 17 18 19 20 21 51 RET FENCE PROP VGC (TYPE VA4) PROP FULL DEPTH PAVEMENT PROP LOAM & SEED LIMIT OF MILL & OVERLAY STA 17+06 LIMIT OF MILL & OVERLAY STA 51+02 LIMIT OF MILL & OVERLAY STA 15+55 LIMIT OF WORK STA 51+01 N3019587.0840 E816376.8312 R&D EX VGC R&D EX VGC SAWCUT & MEET EXIST SW & VGC PROP HMA SW PROP HMA SW PROP HMA SW PROTECT & RET TREE SR PROPOSED PLANTING TABLE ABBREVIATION SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS SR 1 SYRINGA RETICULATA JAPANESE LILAC TREE 20-30 FEET CONSTRUCTION PLANS 6 CONTINUED ON SHEET NO. 5 CONTINUED ON SHEET NO. 7 20 SCALE: 1" = 20' 0 50 100 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS SEE SHEET 32 N LEGEND: WCR-# WHEELCHAIR RAMP IDENTIFIER DW-# DRIVEWAY IDENTIFIER FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD5(CONSTRUCTION_PLANS).DWG 31-Dec-2019 1:56 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- WCR-7 WCR-8 SAWCUT & MEET EXIST VGC SAWCUT & MEET EXIST VGC SAWCUT & MEET EXIST SW & VGC SAWCUT & MEET EXIST SW & VGC PROP 5.5' CEM CONC SW PROP CEM CONC SW R&R EXIST VGC LIBERTY HILL AVENUE (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 12.1 MEET EXIST PROP VGC (TYPE VA4) TEMP EASEMENT TEMP EASEMENT 21 22 23 24 25 26 WCR-9 WCR-10 WCR-11 WCR-12 SAWCUT & MEET EXIST SW & VGC SAWCUT & MEET EXIST SW & VGC SAWCUT & MEET EXIST SW & VGC SAWCUT & MEET EXIST SW & VGC TEMP EASEMENT TEMP EASEMENT R&R EXIST VGC R&R EXIST VGC RET PROP HMA SW PROP HMA SW SAWCUT & MEET EXIST SW & VGC RET RET RET HYDRANT PROTECT & RET TREE CONSTRUCTION PLANS 7 20 SCALE: 1" = 20' 0 50 100 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS SEE SHEET 33 N CONTINUED ON SHEET NO. 6 CONTINUED ON SHEET NO. 8 LEGEND: WCR-# WHEELCHAIR RAMP IDENTIFIER DW-# DRIVEWAY IDENTIFIER FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD5(CONSTRUCTION_PLANS).DWG 31-Dec-2019 1:56 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 NOTES: 1. CONTRACTOR SHALL CUT DIAGONAL DETECTABLE WARNING PANELS ON WCR-#9 TO MATCH AS SHOWN ON PLANS. ---PAGE BREAK--- PC +60.28 31+65 PROJECT END STA 31+00 N3021057.9543 E816568.6997 LIBERTY HILL AVENUE CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) PROP FLASHING SCHOOL ZONE SIGN AND BEACON ON PROP POST AND CONC FDN SEE DETAIL SHEET 35 27 28 29 30 31 TEMP EASEMENT CONSTRUCTION PLANS 8 20 SCALE: 1" = 20' 0 50 100 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS SEE SHEET 34 N CONTINUED ON SHEET NO. 7 LEGEND: WCR-# WHEELCHAIR RAMP IDENTIFIER DW-# DRIVEWAY IDENTIFIER FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD5(CONSTRUCTION_PLANS).DWG 31-Dec-2019 1:56 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- NAVD 88 BASE ELEV 35.00 LIBERTY HILL AVENUE 40 50 35 40 50 NAVD 88 BASE ELEV 35.00 LIBERTY HILL AVENUE 40 50 35 40 50 41.68 41.17 11+00 40.83 40.70 12+00 40.56 40.97 13+00 41.73 42.29 14+00 42.73 42.98 15+00 42.91 11+00 12+00 13+00 14+00 15+00 NAVD 88 BASE ELEV 35.00 LIBERTY HILL AVENUE 40 50 35 40 50 42.71 16+00 42.32 42.13 17+00 42.31 42.57 18+00 42.80 43.16 19+00 43.42 43.66 20+00 43.93 44.17 21+00 16+00 17+00 18+00 19+00 20+00 21+00 44.44 44.70 22+00 44.92 44.84 23+00 44.44 43.83 24+00 43.25 42.55 25+00 41.81 41.01 26+00 40.30 39.59 27+00 22+00 23+00 24+00 25+00 26+00 27+00 -0.92% -0.02% 1.52% 0.88% -2.77% 2.91% -0.21% -0.42% -0.42% -0.58% 0.51% 0.44% -0.72% -1.41% EXIST GRADE EXIST GRADE EXIST GRADE HIGH POINT ELEV=41.76' LOW POINT ELEV=42.34' LOW POINT ELEV=40.66' LOW POINT ELEV=42.13' HIGH POINT ELEV=42.77' HIGH POINT ELEV=42.95' HIGH POINT ELEV=44.92' PROFILE - LIBERTY HILL AVENUE CONTINUED BELOW CONTINUED ABOVE FOR CONSTRUCTION PLANS: SEE SHEET NOS. 5-8 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 9 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 CONTINUED BELOW CONTINUED ABOVE STA 12+52.81 LIBERTY HILL AVENUE B = STA 45+00.00 APPLETON STREET (NORTH) B L L STA 12+59.91 LIBERTY HILL AVENUE B = STA 43+00.00 APPLETON STREET (SOUTH) B L L STA 16+12.29 LIBERTY HILL AVENUE B= STA 31+70.00 NURSERY STREET B L L Benchmark #1 Square Cut At Corner of Concrete Pad of NGrid Utility Box Elevation = 41.40' Sta. 13+15.06, 25.97' RT Benchmark #2 Spike on South Side of Utiltiy Pole #1090 1' Up from Grade Elevation = 43.59' Sta. 18+50.96, 17.95' LT Benchmark #3 Hyd X Cut on Easterly Bolt on Fire Hydrant Elevation = 47.20' Sta. 21+21.00, 18.12' LT Benchmark #4 Spike on West Side of Guy Pole #1082-84 Elevation = 41.24' Sta. 26+52.61, 25.73' RT FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD6(PROFILES).DWG 31-Dec-2019 1:57 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 PROJECT BEGIN STA. 10+70.00 N 3019073.4721 E816334.9293 ---PAGE BREAK--- NAVD 88 BASE ELEV 20.00 30 40 50 20 30 40 50 39.59 27+00 38.48 36.04 28+00 33.19 29.80 29+00 27.23 25.60 30+00 24.44 31+00 27+00 28+00 29+00 30+00 31+00 LIBERTY HILL AVENUE EXIST GRADE -1.50% -4.74% -5.83% -6.85% -5.14% -2.96% -2.28% -2.27% LOW POINT ELEV=22.91' PROFILE - LIBERTY HILL AVENUE FOR CONSTRUCTION PLANS: SEE SHEET NOS. 7-8 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 10 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD6(PROFILES).DWG 31-Dec-2019 1:57 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 PROJECT END STA. 31+00.00 N 3021057.9543 E816568.6997 ---PAGE BREAK--- NAVD 88 BASE ELEV 35.00 APPLETON STREET (NORTH) 40 35 40 NAVD 88 BASE ELEV 30.00 APPLETON STREET (SOUTH) 40 30 40 NAVD 88 BASE ELEV 35.00 NURSERY STREET 40 35 40 40.82 50+00 40.60 40.73 51+00 41.93 52+00 50+00 51+00 52+00 40.59 45+00 41.10 41.16 46+00 40.93 40.55 47+00 45+00 46+00 47+00 40+00 34.44 34.18 41+00 34.55 35.41 42+00 37.94 43+00 40+00 41+00 42+00 43+00 -0.47% 0.61% 2.80% -0.79% 0.67% 1.74% 5.35% 1.00% 0.19% -0.22% -0.71% EXIST GRADE EXIST GRADE EXIST GRADE HIGH POINT ELEV=42.62' LOW POINT ELEV=40.50' HIGH POINT ELEV=40.67' LOW POINT ELEV=34.13' HIGH POINT ELEV=41.19' LOW POINT ELEV=40.55' PROFILE - LIBERTY HILL AVENUE FOR CONSTRUCTION PLANS: SEE SHEET NOS. 5-6 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 11 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 STA 12+52.81 LIBERTY HILL AVENUE B = STA 45+00.00 APPLETON STREET (NORTH) B L L STA 12+59.91 LIBERTY HILL AVENUE B = STA 43+00.00 APPLETON STREET (SOUTH) B L L STA 16+12.29 LIBERTY HILL AVENUE B= STA 51+70.00 NURSERY STREET B L L FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD6(PROFILES).DWG 31-Dec-2019 1:57 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 LIMIT OF WORK STA. 41+24.00 N3019088.9855 E816491.4732 LIMIT OF WORK STA. 46+02.00 N3019331.6570 E816365.0525 LIMIT OF WORK STA. 51+01.00 N3019586.5169 E816377.1361 ---PAGE BREAK--- 46 45+00 47+00 41 42 40+00 43+00 11 12 13 14 15 PC +49.91 PT +30.77 PRC +81.27 10+00 D L1 L2 C1 C2 L3 L4 APPLETON STREET (SOUTH) CONSTRUCTION BASELINE DATA NUMBER L3 STARTING STATION 40+00.00 NORTHING 3018978.018 EASTING 816546.810 CURVE DATA LINE DATA N26°30'15"W 300.00' ENDING STATION 43+00.00 NORTHING 3019246.487 EASTING 816412.932 APPLETON STREET (NORTH) CONSTRUCTION BASELINE DATA NUMBER L4 STARTING STATION 45+00.00 NORTHING 3019240.051 EASTING 816409.921 CURVE DATA LINE DATA N26°05'43"W 200.00' ENDING STATION 47+00.00 NORTHING 3019419.664 EASTING 816321.947 APPLETON STREET LIBERTY HILL AVENUE APPLETON STREET LIBERTY HILL AVENUE (PUBLIC) (PUBLIC-40'WIDE-CITY L.O. OF 1900) CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 CITY LAYOUT OF 1900 CITY LAYOUT OF 1900 CITY LAYOUT OF 1870 CITY LAYOUT OF 1903 CITY LAYOUT OF 1960 CITY LAYOUT OF 1887 CITY LAYOUT OF 1895 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) (PUBLIC-60'WIDE-CITY LAYOUT) 5 6 7 8 9 10 11 12 CURVE TABLE CURVE # 5 6 7 8 9 10 11 12 25 28 29 30 31 32 38 39 44 45 46 47 48 49 LENGTH 56.50 7.45 5.35 9.41 7.40 10.54 65.68 50.64 39.65 22.55 10.53 5.26 1.67 3.35 15.45 2.46 6.14 6.68 7.21 6.08 4.71 4.71 DIRECTION/DELTA 129°29'50" 85°25'21" 0°18'12" 53°54'11" 84°44'46" 60°24'13" 32°18'12" 152°41'56" 151°28'10" 64°36'16" 60°18'37" 60°18'37" 19°10'16" 19°10'16" 35°24'06" 70°30'03" 58°39'39" 58°50'53" 63°35'22" 63°17'10" 90°00'00" 89°52'26" RADIUS 25.00 5.00 1010.99 10.00 5.00 10.00 116.50 19.00 15.00 20.00 10.00 5.00 5.00 10.00 25.00 2.00 6.00 6.50 6.50 5.50 3.00 3.00 TANGENT 53.00 4.62 2.68 5.08 4.56 5.82 33.74 78.23 59.00 12.64 5.81 2.90 0.84 1.69 7.98 1.41 3.37 3.67 4.03 3.39 3.00 2.99 11+06.79 OFFSET: 16.23' RT PCC +77.23, OFFSET 16.50' RT 12+33.13 OFFSET: 20.76' LT PC 12+33.51, OFFSET 15.61' LT PRC 12+38.42, OFFSET 11.00' LT PRC 12+43.71, OFFSET 11.00' LT PRC 12+72.91, OFFSET 15.78' RT 13+30.77 OFFSET: 16.04' RT PT 13+44.74, OFFSET 14.50' LT 41+95.54 OFFSET: 14.50' LT PT 42+18.09, OFFSET 14.50' LT PT 45+11.99, OFFSET 10.00' LT PC 45+61.22, OFFSET 10.00' LT PT 45+66.20, OFFSET 14.54' LT 45+66.32 OFFSET: 15.80' LT 46+01.32 OFFSET: 13.83' RT PC 45+81.13, OFFSET 13.67' RT 42+21.27 OFFSET: 14.50' RT PC 42+85.57, OFFSET 14.50' RT 25 PC 45+91.79, OFFSET 19.44' RT PT 13+54.82, OFFSET 21.92' LT 14+73.89 OFFSET: 22.35' LT PROJECT BEGIN STA 10+70 N3019073.4721 E816334.9293 LIMIT OF WORK STA 41+24 N3019088.9855 E816491.4732 LIMIT OF WORK STA 46+02 N3019331.6570 E816365.0525 PC 11+68.93, OFFSET 22.32' RT PT 11+87.84, OFFSET 33.23' RT 11+88.21 OFFSET: 33.90' RT PC 42+20.67, OFFSET 34.96' LT PC 42+23.66, OFFSET 30.95' LT 42+28.65 OFFSET: 31.53' LT PT 42+17.31, OFFSET 26.21' LT PT 42+14.32, OFFSET 30.21' LT PC 42+14.35, OFFSET 24.69' LT PC 42+12.84, OFFSET 29.45' LT 28 29 30 31 32 LIBERTY HILL AVENUE CONSTRUCTION BASELINE DATA NUMBER L1 C1 C2 L2 C27 STARTING STATION 10+00.00 11+49.91 12+81.27 13+30.77 28+60.28 NORTHING 3019008.[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].171 EASTING 816308.247 816365.456 816423.401 816436.725 816479.319 CURVE DATA R=1000.00' Δ 7°31'34" L=131.36' T=65.77' R=100.00' Δ 28°21'49" L=49.50' T=25.27' R=330.00' Δ 52°54'28" L=304.73' T=164.20' LINE DATA N22°26'00"E 149.91' N1°35'45"E 1529.50' ENDING STATION 11+49.91 12+81.27 13+30.77 28+60.28 31+65.00 NORTHING 3019147.[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].651 EASTING 816365.456 816423.401 816436.725 816479.319 816617.576 41+95.92 OFFSET: 24.08' LT 41+95.74 OFFSET: 19.45' LT PC 11+80.68, OFFSET 17.84' RT PRC 11+81.76, OFFSET 19.89' RT PT 11+92.83, OFFSET 30.60' RT 45+97.30 OFFSET: 19.46' RT 38 39 12+32.27 OFFSET: 19.13' LT 11+84.10 OFFSET: 16.40' RT 10+74.53 OFFSET: 15.49' RT PC 10+73.97, OFFSET 16.54' RT PC 11+06.00, OFFSET 10.28' RT PRC 10+79.04, OFFSET 13.56' RT PRC 11+11.84, OFFSET 13.85' RT PT 10+84.58, OFFSET 10.39' RT PT 11+16.75, OFFSET 16.88' RT 44 45 46 47 48 49 PC 45+21.20, OFFSET 10.00' LT PC 45+36.01, OFFSET 13.00' LT PT 45+24.20, OFFSET 13.00' LT PT 45+39.01, OFFSET 10.00' LT CURB TIE PLANS 12 CONTINUED ON SHEET NO. 13 N 20 SCALE: 1" = 20' 0 50 100 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD7(CURB TIE).DWG 31-Dec-2019 1:57 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 NOTES: 1. SEE SHEET 38 FOR CURB RAMP DIMENSIONS AND STATION/OFFSET REFERENCES. 2. SEE SHEET 39 FOR DRIVEWAY DIMENSIONS AND STATION/OFFSET REFERENCES. ---PAGE BREAK--- 15 16 17 18 19 20 21 51 PC +05.72 PT +31.86 50+00 51+70 D D L5 L6 C3 NURSERY STREET CONSTRUCTION BASELINE DATA NUMBER L5 C3 STARTING STATION 50+00.00 51+05.72 NORTHING 3019538.[PHONE REDACTED].754 EASTING 816288.260 816381.294 CURVE DATA R=50.00' Δ 29°57'09" L=26.14' T=13.38' LINE DATA N61°38'38"E 105.72' ENDING STATION 51+05.72 51+31.86 NORTHING 3019588.[PHONE REDACTED].734 EASTING 816381.294 816406.434 NURSERY STREET (PUBLIC-40'WIDE-CITY L.O. OF 1900) LIBERTY HILL AVENUE CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 CITY LAYOUT OF 1900 CITY LAYOUT OF 1900 CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) 13 14 15 16 17 18 19 20 US 99 0 TANGENT 53.00 4.62 2.68 5.08 4.56 5.82 33.74 78.23 59.00 12.64 5.81 2.90 0.84 1.69 7.98 1.41 3.37 3.67 PC 15+41.11, OFFSET 14.50' LT PRC 15+48.04, OFFSET 10.50' LT PT 15+55.17, OFFSET 6.50' LT PC 15+88.29, OFFSET 6.50' LT PT 16+36.29, OFFSET 6.50' LT PC 16+58.28, OFFSET 6.50' LT PRC 16+66.94, OFFSET 11.50' LT 16+93.30 OFFSET: 16.50' LT PT 51+53.50, OFFSET 14.00' RT PC 51+31.86, OFFSET 14.00' RT 51+01.72 OFFSET: 14.00' RT PC 51+53.50, OFFSET 14.00' LT PT 51+41.66, OFFSET 14.00' LT PC 51+32.97, OFFSET 19.04' LT 51+31.00 OFFSET: 23.22' LT 26 51+05.76 OFFSET: 18.56' RT PC 15+75.52, OFFSET 22.33' LT 15+36.70 OFFSET: 21.85' LT PC 16+40.11, OFFSET 17.26' LT PC 16+45.19, OFFSET 15.75' LT PC 16+55.04, OFFSET 14.60' LT PC 16+60.33, OFFSET 15.68' LT PC 16+40.74, OFFSET 22.50' LT PC 16+41.76, OFFSET 28.67' LT PT 16+43.79, OFFSET 16.38' LT PT 16+48.87, OFFSET 14.87' LT PT 16+58.73, OFFSET 15.13' LT PT 16+63.45, OFFSET 16.22' LT 16+45.53 OFFSET: 23.72' LT 40 41 42 43 LIMIT OF WORK STA 51+01 N3019586.5169 E816377.1361 15+39.67 OFFSET: 13.41' LT 16+76.88 OFFSET: 15.31' LT CURVE TABLE CURVE # 13 14 15 16 17 26 40 41 42 43 LENGTH 8.38 8.58 15.71 18.82 10.52 39.52 3.81 3.81 3.74 3.18 DIRECTION/DELTA 60°00'00" 61°27'58" 90°00'00" 29°57'09" 60°17'46" 102°20'57" 21°48'05" 21°48'05" 21°25'41" 18°13'17" RADIUS 8.00 8.00 10.00 36.00 10.00 22.12 10.00 10.00 10.00 10.00 TANGENT 4.62 4.76 10.00 9.63 5.81 27.49 1.93 1.93 1.89 1.60 CURB TIE PLANS 13 CONTINUED ON SHEET NO. 12 CONTINUED ON SHEET NO. 14 20 SCALE: 1" = 20' 0 50 100 N FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD7(CURB TIE).DWG 31-Dec-2019 1:57 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 NOTES: 1. SEE SHEET 38 FOR CURB RAMP DIMENSIONS AND STATION/OFFSET REFERENCES. 2. SEE SHEET 39 FOR DRIVEWAY DIMENSIONS AND STATION/OFFSET REFERENCES. ---PAGE BREAK--- 21 22 23 24 25 26 LIBERTY HILL AVENUE (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 21 22 23 24+61.92 OFFSET: 16.24' LT PRC 24+71.12, OFFSET 13.26' LT PT 24+76.32, OFFSET 10.26' LT PC 25+05.81, OFFSET 10.21' LT PRC 25+11.01, OFFSET 13.21' LT 25+20.21 OFFSET: 16.20' LT CURVE TABLE CURVE # 21 22 23 33 34 35 36 LENGTH 6.28 6.28 6.28 31.53 10.43 23.06 8.38 DIRECTION/DELTA 60°00'00" 60°00'00" 60°00'00" 86°01'06" 74°41'45" 29°21'22" 120°05'42" RADIUS 6.00 6.00 6.00 21.00 8.00 45.00 4.00 TANGENT 3.46 3.46 3.46 19.59 6.10 11.79 6.94 24+88.89 OFFSET: 17.93' RT 25+57.91 OFFSET: 17.39' RT 24+88.93 OFFSET: 23.43' RT 25+57.90 OFFSET: 26.75' RT 33 34 35 36 PC 21+26.04, OFFSET 15.56' LT PT 21+47.42, OFFSET 34.63' LT PC 21+75.60, OFFSET 21.89' LT PT 21+83.30, OFFSET 16.00' LT PC 22+30.72, OFFSET 16.01' LT PT 22+52.68, OFFSET 22.15' LT PC 22+84.79, OFFSET 22.01' LT PT 22+88.25, OFFSET 16.00' LT 21+93.38 OFFSET: 16.00' LT 22+99.73 OFFSET: 16.00' LT 25+53.85 OFFSET: 22.82' RT 24 CURB TIE PLANS 14 20 SCALE: 1" = 20' 0 50 100 N CONTINUED ON SHEET NO. 13 CONTINUED ON SHEET NO. 15 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD7(CURB TIE).DWG 31-Dec-2019 1:57 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 NOTES: 1. SEE SHEET 38 FOR CURB RAMP DIMENSIONS AND STATION/OFFSET REFERENCES. 2. SEE SHEET 39 FOR DRIVEWAY DIMENSIONS AND STATION/OFFSET REFERENCES. ---PAGE BREAK--- 27 28 29 30 31 PC +60.28 31+65 LIBERTY HILL AVENUE CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) PROJECT END STA 31+00 N3021057.9543 E816568.6997 C27 CURB TIE PLANS 15 20 SCALE: 1" = 20' 0 50 100 N CONTINUED ON SHEET NO. 14 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD7(CURB TIE).DWG 31-Dec-2019 1:57 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 NOTES: 1. SEE SHEET 38 FOR CURB RAMP DIMENSIONS AND STATION/OFFSET REFERENCES. 2. SEE SHEET 39 FOR DRIVEWAY DIMENSIONS AND STATION/OFFSET REFERENCES. ---PAGE BREAK--- 46 45+00 47+00 41 42 40+00 43+00 11 12 13 14 15 PC +49.91 PRC +81.27 PT +30.77 10+00 D LIMIT OF WORK STA 41+24 N3019088.9855 E816491.4732 LIMIT OF WORK STA 46+02 N3019331.6570 E816365.0525 APPLETON STREET LIBERTY HILL AVENUE APPLETON STREET LIBERTY HILL AVENUE (PUBLIC) (PUBLIC-40'WIDE-CITY L.O. OF 1900) (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) (PUBLIC-60'WIDE-CITY LAYOUT) (35.09) TC 36.89 TC 40.22 TC 39.71 BC 40.15 TC 39.65 BC 36.39 BC (34.93) BC 40.24 40.30 (39.10) 36.55 TC (36.05) BC 37.98 TC (37.48) BC 39.59 TC (39.09) BC 40.48 TC (39.98) BC 40.54 TC (40.04) BC 40.98 TC (40.48) BC 40.92 TC (40.56) BC (40.76) (37.37) (38.46) (39.64) (38.62) (41.03) (41.02) (41.20) (40.81) 4" REVEAL 41.85 TC (41.35) BC 41.98 TC (41.44) BC 42.01 TC (41.49) BC 42.25 TC (41.76) BC 42.49 TC 42.01 BC 42.75 TC 42.26 BC 42.32 42.43 (42.45) ( 42.11 TC/BC 42.10 TC/BC 42.35 TC/BC 42.60 TC/BC 42.85 TC/BC 42.66 42.74 41.68 TC 41.20 BC (40.98) TC (40.73) BC (40.64) (35.86) (35.75) (41.02) (40.49) (41.21) (41.08) (37.41) (36.36) (38.00) (39.09) (41.45) 38.46 38.40 40.61 40.58 (36.05) 41.13 TC/BC (40.95) TC (40.71) BC (41.06) TC/BC (35.42) (35.23) (40.25) BC 39.72 (40.82) 40.98 38.13 2% (42.43) (42.59) CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 CITY LAYOUT OF 1900 CITY LAYOUT OF 1900 CITY LAYOUT OF 1870 CITY LAYOUT OF 1903 CITY LAYOUT OF 1887 CITY LAYOUT OF 1895 PROJECT BEGIN STA 10+70 N3019073.4721 E816334.9293 40.31 40.50 TC 40.53 (40.47) BC 40.72 TC 40.75 (40.30) TC (40.17) BC (40.18) (38.14) (38.45) (36.65) (37.29) CITY LAYOUT OF 1960 GRADING PLANS 16 CONTINUED ON SHEET NO. 17 N 20 SCALE: 1" = 20' 0 50 100 LEGEND: PROPOSED ELEVATION EXISTING ELEVATION TOP OF CURB BOTTOM OF CURB/EXISTING ELEVATION TOP OF CURB BOTTOM OF CURB/PROPOSED ELEVATION 8.45 (8.42) 8.38 TC (7.88) BC NOTES: 1. PROPOSED TOP OF CURB ELEVATIONS NOT SHOWN AT WHEELCHAIR RAMP AND DRIVEWAY OPENINGS AND TRANSITIONS. TC = (EG) 2. MAXIMUM CURB REVEAL TO BE 3. PROPOSED ELEVATION AT BOTTOM OF CURB INDICATES CHANGE OF ELEVATION FROM EXISTING ROADWAY IN ORDER TO MAINTAIN POSITIVE DRAINAGE. ADJACENT SAWCUT LINE TO MATCH EXISTING ELEVATION. FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD7(GRADING).DWG 31-Dec-2019 1:57 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 8.38 TC 7.88 BC ---PAGE BREAK--- 15 16 17 18 19 20 21 51 PC +05.72 PT +31.86 50+00 51+70 D D NURSERY STREET (PUBLIC-40'WIDE-CITY L.O. OF 1900) LIBERTY HILL AVENUE (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) LIMIT OF WORK STA 51+01 N3019586.5169 E816377.1361 42.43 (42.45) 43.08 TC (42.60) BC 43.10 TC (42.60) BC 42.66 42.74 42.71 43.34 TC/BC 43.33 TC/BC (41.81) TC (41.58) BC (41.79) (40.44) BC (40.63) TC 41.43 TC (40.93) BC 41.55 TC/BC (40.86) TC/BC (40.82) (40.64) (42.01) BC (41.52) BC 42.34 TC (41.91) TC (41.56) (42.09) (42.05) 41.51 (42.47) 41.44 (40.34) BC (40.55) TC (40.76) TC/BC (40.67) (40.60) (41.81) TC (41.64) BC (42.03) 42.57 TC 42.09 BC (42.53) (42.38) (41.58) 2% 2% 2% 42.59) (42.66) CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 CITY LAYOUT OF 1900 CITY LAYOUT OF 1900 CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 (42.75) BC 43.18 TC GRADING PLANS 17 CONTINUED ON SHEET NO. 16 CONTINUED ON SHEET NO. 18 20 SCALE: 1" = 20' 0 50 100 N FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD7(GRADING).DWG 31-Dec-2019 1:57 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 LEGEND: PROPOSED ELEVATION EXISTING ELEVATION TOP OF CURB BOTTOM OF CURB/EXISTING ELEVATION TOP OF CURB BOTTOM OF CURB/PROPOSED ELEVATION 8.45 (8.42) 8.38 TC (7.88) BC NOTES: 1. PROPOSED TOP OF CURB ELEVATIONS NOT SHOWN AT WHEELCHAIR RAMP AND DRIVEWAY OPENINGS AND TRANSITIONS. TC = (EG) 2. MAXIMUM CURB REVEAL TO BE 3. PROPOSED ELEVATION AT BOTTOM OF CURB INDICATES CHANGE OF ELEVATION FROM EXISTING ROADWAY IN ORDER TO MAINTAIN POSITIVE DRAINAGE. ADJACENT SAWCUT LINE TO MATCH EXISTING ELEVATION. 8.38 TC 7.88 BC ---PAGE BREAK--- 21 22 23 24 25 26 LIBERTY HILL AVENUE (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) (42.91) TC (42.54) BC (42.26) TC (41.88) BC (42.94) (42.76) (43.17) (42.53) (42.21) (41.17) (41.39) (41.30) 42.88 TC 41.31 41.27 (44.72) (44.23) TC (43.90) BC (44.69) TC (44.33) BC (44.46) TC (44.45) BC (44.80) TC (44.37) BC (44.56) (45.05) (45.06) TC (44.82) BC (45.05) (44.87) (44.99) (42.26) BC 42.65 TC (42.03) BC 42.53 TC (41.64) BC 42.14 TC (41.27) BC 41.77 TC 42.60 42.21 41.85 (41.22) (44.36) MATCH EXISTING (44.09) TC (43.87) BC (42.22) TC (41.83) BC (42.47) 42.43 BC (42.86) CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 GRADING PLANS 18 20 SCALE: 1" = 20' 0 50 100 N CONTINUED ON SHEET NO. 17 CONTINUED ON SHEET NO. 19 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD7(GRADING).DWG 31-Dec-2019 1:57 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 LEGEND: PROPOSED ELEVATION EXISTING ELEVATION TOP OF CURB BOTTOM OF CURB/EXISTING ELEVATION TOP OF CURB BOTTOM OF CURB/PROPOSED ELEVATION 8.45 (8.42) 8.38 TC (7.88) BC NOTES: 1. PROPOSED TOP OF CURB ELEVATIONS NOT SHOWN AT WHEELCHAIR RAMP AND DRIVEWAY OPENINGS AND TRANSITIONS. TC = (EG) 2. MAXIMUM CURB REVEAL TO BE 3. PROPOSED ELEVATION AT BOTTOM OF CURB INDICATES CHANGE OF ELEVATION FROM EXISTING ROADWAY IN ORDER TO MAINTAIN POSITIVE DRAINAGE. ADJACENT SAWCUT LINE TO MATCH EXISTING ELEVATION. 8.38 TC 7.88 BC ---PAGE BREAK--- 27 28 29 30 31 PC +60.28 31+65 PROJECT END STA 31+00 N3021057.9543 E816568.6997 LIBERTY HILL AVENUE (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 GRADING PLANS 19 20 SCALE: 1" = 20' 0 50 100 N CONTINUED ON SHEET NO. 18 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD7(GRADING).DWG 31-Dec-2019 1:57 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 LEGEND: PROPOSED ELEVATION EXISTING ELEVATION TOP OF CURB BOTTOM OF CURB/EXISTING ELEVATION TOP OF CURB BOTTOM OF CURB/PROPOSED ELEVATION 8.45 (8.42) 8.38 TC (7.88) BC NOTES: 1. PROPOSED TOP OF CURB ELEVATIONS NOT SHOWN AT WHEELCHAIR RAMP AND DRIVEWAY OPENINGS AND TRANSITIONS. TC = (EG) 2. MAXIMUM CURB REVEAL TO BE 3. PROPOSED ELEVATION AT BOTTOM OF CURB INDICATES CHANGE OF ELEVATION FROM EXISTING ROADWAY IN ORDER TO MAINTAIN POSITIVE DRAINAGE. ADJACENT SAWCUT LINE TO MATCH EXISTING ELEVATION. 8.38 TC 7.88 BC ---PAGE BREAK--- 12 D 12 1 38.64 38.61 38.53 38.60 38.16 38.09 LIBERTY HILL AVENUE PUBLIC APPLETON STREET PUBLIC 43+00 45+00 A 41.11 TC 41.05 41.06 41.16 TC 41.21 41.13 41.12 41.18 (41.21) (41.14) (41.16) (41.19) 40.78 BC (40.82) BC (40.80) (40.81) 3 40.91 40.94 40.98 41.01 41.00 TC 41.06 TC 40.50 BC 40.60 BC 40.54 40.57 2 43+00 45+00 41.83 ( 41.33 4 41 LIBERTY HILL AVENUE PUBLIC APPLETON STREET PUBLIC PT +30.77 APPLETON STREET PUBLIC .16 TC 0.82) BC 4 41.74 TC 41.83 TC 41.88 41.83 41.86 41.89 (41.24) BC 41.33 BC 41.40 41.35 LIBERTY HILL AVENUE PUBLIC D 6 42.07 42.10 42.03 42.06 (41.75) 41.78 16 51+70 5 41.98 41.92 41.86 41.92 41.95 TC 41.75 TC 41.41 41.47 41.59 BC 41.25 BC LIBERTY HILL AVENUE PUBLIC NURSERY STREET PUBLIC WHEELCHAIR RAMP GRADING DETAILS 20 N 10 SCALE: 1" = 10' 0 20 30 40 WCR-1 WCR-2 & WCR-3 WCR-4 NOTES: 1. MAXIMUM CURB REVEAL TO BE 2. IN INSTANCES WHERE AN EXISTING MANHOLE, HANDHOLE OR OTHER SURFACE STRUCTURES THAT CANNOT BE REMOVED OR RESET IS WITHIN THE PROPOSED OR EXISTING CURB RAMP, THE STRUCTURE SHALL BE CAREFULLY ADJUSTED SUCH THAT THE TOPMOST SURFACE/COVER SHALL BE FLUSH WITH THE CURB RAMP SURFACE. 3. THE ROADWAY CROSS SLOPE SHALL NOT EXCEED INCLUDING, BUT NOT LIMITED TO , TRANSITION RAMP CROSS SLOPE, LEVEL LANDING AND THE PROPOSED RAMP OPENING. 4. A CURB RAMP RUNNING SLOPE SHALL NOT EXCEED 5. PROPOSED ELEVATION AT GUTTER LINE INDICATES CHANGE OF ELEVATION FROM EXISTING ROADWAY IN ORDER TO MAINTAIN POSITIVE DRAINAGE. ADJACENT SAWCUT LINE TO MATCH EXISTING ELEVATION. 6. SEE SHEET 38 FOR CURB RAMP DIMENSIONS AND STATION/OFFSET REFERENCES. LEGEND: (XX.XX) EXISTING ELEVATION XX.XX PROPOSED ELEVATION BC BOTTOM OF CURB TC TOP OF CURB * ±0.5% TOLERANCE FOR CONSTRUCTION WHEELCHAIR RAMP IDENTIFIER # WCR-5 & WCR-6 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD7.5(WCR GRADING).DWG 31-Dec-2019 1:58 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 25 11 12 42.89 42.86 42.83 42.79 42.80 42.83 42.81 TC 42.70 TC (42.85) (42.79) 42.37 42.40 (42.44) BC 42.25 BC 42.60 (42.21) 42.14 42.21 42.28 42.53 TC 42.03 BC 23 9 10 44.79 44.83 44.85 44.87 (44.78) TC 44.80 TC 44.78 TC (44.87) (44.83) (44.80) (44.74) 44.75 44.75 44.44 BC (44.45) BC (44.46) BC 45.03 45.01 44.99 (44.82) TC 44.93 TC 44.95 TC 45.06 45.00 (45.07) (45.00) (44.99) (44.37) BC 44.43 BC 44.45 BC LIBERTY HILL AVENUE PUBLIC 22 7 8 MATCH EX TC MATCH EX 44.53 44.46 44.56 44.46 44.36 (44.02) TC (44.21) TC 44.47 TC (44.81) (44.69) (44.59) (44.46) (44.36) (43.84) BC (43.90) BC (44.01) BC MATCH EX BC 44.38 44.45 44.60 44.90 44.92 45.05 (44.72) TC 44.85 TC 44.83 TC (44.56) 44.55 (44.61) (44.90) (45.05) (45.00) 44.36 BC 44.35 BC (44.33) BC LIBERTY HILL AVENUE PUBLIC WHEELCHAIR RAMP GRADING DETAILS 21 N 10 SCALE: 1" = 10' 0 20 30 40 WCR-7 & WCR-8 WCR-9 & WCR-10 WCR-11 & WCR-12 LEGEND: (XX.XX) EXISTING ELEVATION XX.XX PROPOSED ELEVATION BC BOTTOM OF CURB TC TOP OF CURB * ±0.5% TOLERANCE FOR CONSTRUCTION WHEELCHAIR RAMP IDENTIFIER # FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD7.5(WCR GRADING).DWG 31-Dec-2019 1:58 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 LIBERTY HILL AVENUE PUBLIC NOTES: 1. MAXIMUM CURB REVEAL TO BE 2. IN INSTANCES WHERE AN EXISTING MANHOLE, HANDHOLE OR OTHER SURFACE STRUCTURES THAT CANNOT BE REMOVED OR RESET IS WITHIN THE PROPOSED OR EXISTING CURB RAMP, THE STRUCTURE SHALL BE CAREFULLY ADJUSTED SUCH THAT THE TOPMOST SURFACE/COVER SHALL BE FLUSH WITH THE CURB RAMP SURFACE. 3. THE ROADWAY CROSS SLOPE SHALL NOT EXCEED INCLUDING, BUT NOT LIMITED TO , TRANSITION RAMP CROSS SLOPE, LEVEL LANDING AND THE PROPOSED RAMP OPENING. 4. A CURB RAMP RUNNING SLOPE SHALL NOT EXCEED 5. PROPOSED ELEVATION AT GUTTER LINE INDICATES CHANGE OF ELEVATION FROM EXISTING ROADWAY IN ORDER TO MAINTAIN POSITIVE DRAINAGE. ADJACENT SAWCUT LINE TO MATCH EXISTING ELEVATION. 6. SEE SHEET 38 FOR CURB RAMP DIMENSIONS AND STATION/OFFSET REFERENCES. ---PAGE BREAK--- 45+00 00 40.99 1 41.06 40.99 TC 41.10 TC 41.07 41.13 41.17 41.04 40.65 BC 40.77 BC (41.14) (41.13) (41.05) (41.04) 40.67 40.75 00 45+00 LIBERTY HILL AVENUE PUBLIC APPLETON STREET PUBLIC 15 2 42.75 TC 42.61 42.68 42.76 TC 42.79 42.65 42.72 42.80 42.31 (42.38) (42.34) BC (42.77) (42.72) (42.79) 42.42 BC (42.65) 15 11 PC +49.91 3 40.03 TC 39.72 39.76 40.12 39.79 39.74 40.06 39.68 39.70 39.75 39.68 BC (39.89) (39.69) (38.97) PC +49.91 11 40.06 TC 39.76 BC DRIVEWAY GRADING DETAILS 22 N DW-1 DW-2 DW-3 10 SCALE: 1" = 10' 0 20 30 40 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD7.5(DRIVEWAY GRADING).DWG 31-Dec-2019 1:58 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 NOTES: 1. MAXIMUM CURB REVEAL TO BE 2. IN INSTANCES WHERE AN EXISTING MANHOLE, HANDHOLE OR OTHER SURFACE STRUCTURES THAT CANNOT BE REMOVED OR RESET IS WITHIN THE PROPOSED OR EXISTING DRIVEWAY, THE STRUCTURE SHALL BE CAREFULLY ADJUSTED SUCH THAT THE TOPMOST SURFACE/COVER SHALL BE FLUSH WITH THE DRIVEWAY SURFACE. 3. A DRIVEWAY RUNNING SLOPE SHALL NOT EXCEED 15%*. 4. PROPOSED ELEVATION AT GUTTER LINE INDICATES CHANGE OF ELEVATION FROM EXISTING ROADWAY IN ORDER TO MAINTAIN POSITIVE DRAINAGE. ADJACENT SAWCUT LINE TO MATCH EXISTING ELEVATION. 5. SEE SHEET 39 FOR DRIVEWAY DIMENSIONS AND STATION/OFFSET REFERENCES. LEGEND: (XX.XX) EXISTING ELEVATION XX.XX PROPOSED ELEVATION BC BOTTOM OF CURB TC TOP OF CURB * ±0.5% TOLERANCE FOR CONSTRUCTION DRIVEWAY IDENTIFIER # LIBERTY HILL AVENUE PUBLIC LIBERTY HILL AVENUE PUBLIC ---PAGE BREAK--- 46 45+00 47+00 41 42 40+00 43+00 PC +49.91 PRC +81.27 PT +30.77 10+00 D SL PROJECT BEGIN STA 10+70 N3019073.4721 E816334.9293 LIMIT OF WORK STA 46+02 N3019331.6570 E816365.0525 LIMIT OF WORK STA 41+24 N3019088.9855 E816491.4732 10' CW SL 10' CW SL DBYL DBYL DBYL DW-2 APPLETON STREET LIBERTY HILL AVENUE APPLETON STREET LIBERTY HILL AVENUE (PUBLIC) (PUBLIC-40'WIDE-CITY L.O. OF 1900) CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 CITY LAYOUT OF 1900 CITY LAYOUT OF 1900 CITY LAYOUT OF 1870 CITY LAYOUT OF 1903 CITY LAYOUT OF 1960 CITY LAYOUT OF 1887 CITY LAYOUT OF 1895 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) (PUBLIC-60'WIDE-CITY LAYOUT) SL ERADICATE SL ERADICATE DBYL MEET EXIST DBYL MEET EXIST DBYL 19.0 13.5 16.5 14.5 R1-1 R1-1 R1-1 R&D EXIST R1-2 R&R EXIST R1-1 R&R EXIST STREET SIGN 14.5 16.83 11.5 PROP SHARED LANE MARKING SYMBOL (TYP). SEE DETAIL SHEET 35 4.0 4.0 11.0 10' CW W11-2 W/ W16-7PL W11-2 W/ W16-7PL ERADICATE DBYL 11 12 13 14 15 TRAFFIC SIGNS & PAVEMENT MARKINGS 23 CONTINUED ON SHEET NO. 24 N 20 SCALE: 1" = 20' 0 50 100 NOTES: 1. ALL PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK SHALL BE APPLIED USING THERMOPLASTIC MATERIALS. 2. ERADICATE ALL CONFLICTING PAVEMENT MARKINGS USING AN APPROVED MASSDOT METHOD. 3. ALL PROP SIGNS OR R&R SIGNS SHALL NOT BE MOUNTED ON UTILITY POLES. 4. SEE SHEET 27 FOR TRAFFIC SIGN SUMMARY. FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_TR1(TRFC_SGN_&_PVMT_MKG).DWG 31-Dec-2019 1:58 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 51 PC +05.72 PT +31.86 50+00 51+70 SCHOOL D D DBYL DW-2 NURSERY STREET (PUBLIC-40'WIDE-CITY L.O. OF 1900) LIBERTY HILL AVENUE CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 CITY LAYOUT OF 1900 CITY LAYOUT OF 1900 CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) SL 10' CW ERADICATE DBYL 11.0 PROP HARDWIRED FLASHING SCHOOL ZONE SIGN, BEACON, AND SPEED FEEDBACK SIGN ON PROP POST AND PROP CONC FDN, TYP SEE DETAIL SHEET 35 SCHOOL 20 WHEN FLASHING R&R EXIST R1-1 & R5-1 R&S EXISTING FLASHING SPEED LIMIT SIGN 11.0 60' TAPER 19.0 LIMIT OF WORK STA 51+00.97 N3019586.5027 E816377.1097 INSTALL "SCHOOL" LEGEND SEE DETAIL SHEET 35 STA 25+84 STA 26+20 ONE WAY 19.0 12.1 12.1 14.7 PROP SHARED LANE MARKING SYMBOL (TYP). SEE DETAIL SHEET 35 4.0 4.0 11.0 4.0 SPEED LIMIT R6-1 R&R EXIST R5-1 & R6-1 R&R EXIST D3-1 15 16 17 18 19 20 21 TRAFFIC SIGNS & PAVEMENT MARKINGS 24 CONTINUED ON SHEET NO. 23 CONTINUED ON SHEET NO. 25 20 SCALE: 1" = 20' 0 50 100 N NOTES: 1. ALL PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK SHALL BE APPLIED USING THERMOPLASTIC MATERIALS. 2. ERADICATE ALL CONFLICTING PAVEMENT MARKINGS USING AN APPROVED MASSDOT METHOD. 3. ALL PROP SIGNS OR R&R SIGNS SHALL NOT BE MOUNTED ON UTILITY POLES. 4. CONTRACTOR TO ENSURE THAT THE FLASHING SCHOOL ZONE SIGN MEETS THE REQUIREMENTS SET IN THE MASSACHUSETTS AMENDMENTS TO THE MUTCD CHAPTER 7E. 5. SEE SHEET 27 FOR TRAFFIC SIGN SUMMARY. FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_TR1(TRFC_SGN_&_PVMT_MKG).DWG 31-Dec-2019 1:58 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- DBYL LIBERTY HILL AVENUE (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 10' CW ERADICATE DBYL MEET EXIST DBYL STA 26+20 19.0 PROP SOLAR POWERED RECTANGULAR RAPID FLASH BEACON (RRFB) SEE DETAIL PAGE 37 W/ S1-1 (BOTH SIDES), W16-7pL (BOTH SIDES) & R10-25 8' CW 8' CW 36' TAPER STA 25+84 W16-9p (MOUNT UNDER S1-1 SIGN) S1-1 W16-9p 15.7 PROP SHARED LANE MARKING SYMBOL (TYP). SEE DETAIL SHEET 35 4.0 4.0 11.0 11.0 PROP SOLAR POWERED RECTANGULAR RAPID FLASH BEACON (RRFB) SEE DETAIL PAGE 37 W/ S1-1 (BOTH SIDES), W16-7pL (BOTH SIDES) & R10-25 21 22 23 24 25 26 R&R S1-1 TRAFFIC SIGNS & PAVEMENT MARKINGS 25 20 SCALE: 1" = 20' 0 50 100 N CONTINUED ON SHEET NO. 24 CONTINUED ON SHEET NO. 26 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_TR1(TRFC_SGN_&_PVMT_MKG).DWG 31-Dec-2019 1:58 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 NOTES: 1. ALL PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK SHALL BE APPLIED USING THERMOPLASTIC MATERIALS. 2. ERADICATE ALL CONFLICTING PAVEMENT MARKINGS USING AN APPROVED MASSDOT METHOD. 3. ALL PROP SIGNS OR R&R SIGNS SHALL NOT BE MOUNTED ON UTILITY POLES. 4. SEE SHEET 27 FOR TRAFFIC SIGN SUMMARY. ---PAGE BREAK--- PC +60.28 31+65 SCHOOL PROJECT END STA 31+00 N3021057.9543 E816568.6997 LIBERTY HILL AVENUE CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) MEET EXIST DBYL STA 26+20 PROP HARDWIRED FLASHING SCHOOL ZONE SIGN, BEACON, AND SPEED FEEDBACK SIGN ON PROP POST AND PROP CONC FDN, TYP SEE DETAIL SHEET 35 SCHOOL R&D EXISTING FLASHING BEACON INSTALL "SCHOOL" LEGEND SEE DETAIL SHEET 35 W16-9p (MOUNT UNDER S1-1 SIGN) PROP SHARED LANE MARKING SYMBOL (TYP). SEE DETAIL SHEET 35 4.0 11.0 20 WHEN FLASHING SPEED LIMIT 27 28 29 30 31 R&R S1-1 TRAFFIC SIGNS & PAVEMENT MARKINGS 26 20 SCALE: 1" = 20' 0 50 100 N CONTINUED ON SHEET NO. 25 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_TR1(TRFC_SGN_&_PVMT_MKG).DWG 31-Dec-2019 1:58 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 NOTES: 1. ALL PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK SHALL BE APPLIED USING THERMOPLASTIC MATERIALS. 2. ERADICATE ALL CONFLICTING PAVEMENT MARKINGS USING AN APPROVED MASSDOT METHOD. 3. ALL PROP SIGNS OR R&R SIGNS SHALL NOT BE MOUNTED ON UTILITY POLES. 4. CONTRACTOR TO ENSURE THAT THE FLASHING SCHOOL ZONE SIGN MEETS THE REQUIREMENTS SET IN THE MASSACHUSETTS AMENDMENTS TO THE MUTCD CHAPTER 7E. 5. SEE SHEET 27 FOR TRAFFIC SIGN SUMMARY. ---PAGE BREAK--- TRAFFIC SIGN SUMMARY 27 R1-1 30 30 3 P-5 3 REQ'D 6.25 18.75 STOP ID NUMBER SIZE OF SIGN (in.) LEGEND TEXT DIMENSIONS (in.) NUMBER OF SIGNS REQUIRED COLOR* POST SIZE AND NUMBER REQUIRED UNIT AREA (SF) TOTAL AREA (SF) HEIGHT WIDTH LETTER HEIGHT VERTICAL SPACING ARROW RTE. MKR. BACKGROUND LEGEND BORDER SEE MUTCD STANDARD DETAIL RED WHITE WHITE SCHOOL SPEED LIMIT 20 WHEN FLASHING S5-1 24 48 2 POST AND CONC FDN, SEE DETAIL SHEET 35 8.00 16.00 FYG/WHITE BLACK BLACK W16-7PL 24 12 4 MOUNT 4 ON RRFB, MOUNT 2 W/ S1-1 2.00 8.00 FYG BLACK BLACK W16-9P 24 12 2 MOUNT 2 W/ S1-1 2.00 4.00 FYG BLACK BLACK AHEAD ONE WAY R6-1 36 12 1 MOUNT W/ R1-1 AND R5-1 3.00 3.00 BLACK BLACK WHITE S1-1 36 36 5 P-5 1 REQ'D & MOUNT 4 ON RRFB 9.00 45.00 FYG BLACK BLACK PUSH BUTTON TO TURN ON WARNING LIGHTS 2 R10-25 9 12 MOUNT ON RRFB 0.75 1.50 WHITE BLACK BLACK FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_TR1(TRFC_SGN_&_PVMT_MKG).DWG 31-Dec-2019 1:58 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 SIGN SUMMARY NOTES: 1. FYG = FLUORESCENT YELLOW-GREEN 2. SCHOOL ZONE SPEED LIMIT SIGNS (S5-1) SHALL HAVE THE FOLLOWING COLOR: "SCHOOL" TAB PORTION - FYG BACKGROUND WITH BLACK LEGEND AND BORDER "SPEED LIMIT" PORTION- WHITE BACKGROUND WITH BLACK LEGEND AND BORDER 3. THE MINIMUM MOUNTING HEIGHT OF POST-MOUNTED SIGNS, MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE TOP OF CURB OR SIDEWALK, OR THE ELEVATION OF THE NEAR EDGE OF TRAVEL WAY, SHALL BE 7 FEET UNLESS OTHERWISE SPECIFIED. 4. ALL SIGN ASSEMBLY POSTS SHALL BE P-5 POSTS AND SHALL BE INSTALLED IN ACCORDANCE WITH SUBSECTION 840.60 OF THE MASSDOT SUPPLEMENTAL SPECIFICATIONS, DATED APRIL 1, 2019. ---PAGE BREAK--- NOTES: TRAFFIC SIGN SUMMARY IDENTIFICATION NUMBER SIZE OF SIGN (in) TEXT DIMENSIONS (in) NUMBER OF SIGNS REQUIRED COLOR UNIT AREA (SF) TOTAL AREA (SF) WIDTH HEIGHT LEGEND LETTER HEIGHT VERTICAL SPACING ARROW RTE. MKR BACK- GROUND LEGEND BORDER MA-R2-10a 48 36 MASSDOT STANDARD SIGN 4 FL. ORANGEWHITE BLACK BLACK BLACK BLACK 12.00 48.00 MA-R2-10e 36 48 4 FL. ORANGEWHITE BLACK BLACK BLACK BLACK 12.00 48.00 R9-9 30 18 SEE 2009 MUTCD FOR DIMENSIONS 2 WHITE BLACK BLACK 3.75 7.50 R9-11aL 24 12 1 WHITE BLACK BLACK 2.00 2.00 R9-11aR 24 12 1 WHITE BLACK BLACK 2.00 2.00 W5-1 36 36 2 FL. ORANGE BLACK BLACK 9.00 18.00 W11-2 30 30 4 BLACK BLACK 6.25 25.00 W16-7pL 24 12 4 BLACK BLACK 2.00 8.00 W20-4 36 36 4 BLACK BLACK 9.00 36.00 W20-7a 36 36 4 BLACK BLACK 9.00 36.00 MA-W20-7b 36 36 MASSDOT STANDARD SIGN 4 BLACK BLACK 9.00 36.00 WORK ZONE FORMULAS FOR DETERMINING TAPER TYPE OF TAPER TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES SPEED LIMIT TAPER LENGTH FEET W21-5a 36 36 4 BLACK BLACK 9.00 36.00 RIGHT SHOULDER CLOSED W1-4L 36 36 2 FL. ORANGE BLACK BLACK 9.00 18.00 W1-4R 36 36 2 FL. ORANGE BLACK BLACK 9.00 18.00 W20-1 36 36 4 BLACK BLACK 9.00 36.00 ROAD WORK TWO LANE ROAD ONE LANE ALTERNATING TRAFFIC NTS FL. ORANGE FL. ORANGE FL. ORANGE FL. ORANGE FL. ORANGE NOTES: TRAFFIC SIGN SUMMARY IDENTIFICATION NUMBER SIZE OF SIGN (in) TEXT DIMENSIONS (in) NUMBER OF SIGNS REQUIRED COLOR UNIT AREA (SF) TOTAL AREA (SF) WIDTH HEIGHT LEGEND LETTER HEIGHT VERTICAL SPACING ARROW RTE. MKR BACK- GROUND LEGEND BORDER MA-R2-10a 48 36 MASSDOT STANDARD SIGN 4 FL. ORANGEWHITE BLACK BLACK BLACK BLACK 12.00 48.00 MA-R2-10e 36 48 4 FL. ORANGEWHITE BLACK BLACK BLACK BLACK 12.00 48.00 R9-9 30 18 SEE 2009 MUTCD FOR DIMENSIONS 2 WHITE BLACK BLACK 3.75 7.50 R9-11aL 24 12 1 WHITE BLACK BLACK 2.00 2.00 R9-11aR 24 12 1 WHITE BLACK BLACK 2.00 2.00 W5-1 36 36 2 FL. ORANGE BLACK BLACK 9.00 18.00 W11-2 30 30 4 FY BLACK BLACK 6.25 25.00 W16-7pL 24 12 4 FY BLACK BLACK 2.00 8.00 W20-4 36 36 4 BLACK BLACK 9.00 36.00 W20-7a 36 36 4 BLACK BLACK 9.00 36.00 MA-W20-7b 36 36 MASSDOT STANDARD SIGN 4 BLACK BLACK 9.00 36.00 TWO LANE ROAD SHOULDER AND TRAVEL LANE CLOSED NTS FORMULAS FOR DETERMINING TAPER TYPE OF TAPER TAPER LENGTH SPEED LIMIT TAPER LENGTH FEET TWO LANE ROAD SHOULDER CLOSED NTS W21-5a 36 36 4 BLACK BLACK 9.00 36.00 RIGHT SHOULDER CLOSED W1-4L 36 36 2 FL. ORANGE BLACK BLACK 9.00 18.00 W1-4R 36 36 2 FL. ORANGE BLACK BLACK 9.00 18.00 W20-1 36 36 4 BLACK BLACK 9.00 36.00 ROAD WORK TWO LANE ROAD ONE LANE ALTERNATING TRAFFIC NTS 1. ALL CONSTRUCTION SIGNING, DRUMS, BARRICADES AND OTHER DEVICES SHALL CONFORM WITH THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AS AMENDED. 2. ALL DRUMS SHALL BE APPROXIMATELY PLACED AND MOVED AS NECESSARY TO MAINTAIN ADEQUATE ABUTTER ACCESS AT ALL TIMES. WORK MAY REQUIRE ADDITIONAL SIGNS, DRUMS AND OTHER TRAFFIC CONTROL DEVICES, GRADING AND TEMPORARY PAVEMENT FOR PASSAGE OF PEDESTRIAN, VEHICULAR AND EMERGENCY TRAFFIC THROUGH THE WORK AREAS, BOTH DURING AND AFTER WORKING HOURS, TO MAINTAIN SUCH ACCESS. THE FIRST TEN DRUMS SHALL BE MOUNTED WITH SEQUENTIAL FLASHING LIGHTS. MAX SPACING OF DRUMS/CONES IS EQUAL IN FEET TO THE SPEED LIMIT IN MPH. 3. THE CONTRACTOR SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OF ACCESS, SUCH AS CONDUIT INSTALLATION, EXISTING PAVEMENT EXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT AND SIMILAR OPERATIONS. 4. A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION ON TWO WAY STREETS SHALL BE MAINTAINED AT ALL TIMES. TRAFFIC DURING WORKING HOURS MAY BE REDUCED TO ONE LANE UNDER POLICE CONTROL FOR SHORT TIME PERIODS WHEN REQUIRED FOR THE WORK, AS APPROVED BY MASSDOT. 5. GRADE SEPARATIONS IN EXCESS OF 2" DURING NON-WORKING HOURS SHALL REQUIRE DELINEATION BY USE OF DRUMS. 6. EXCAVATION EDGES IN EXCESS OF 4" DEEP SHALL BE PROTECTED DURING NON-WORKING HOURS BY BACKFILLING WITH A WEDGE OF GRAVEL OR SOIL TO COMPACTED 4:1 SLOPE. 7. NON-ESSENTIAL TRAFFIC CONTROL DEVICES SHALL BE COVERED OR REMOVED DURING NON-WORKING HOURS. 8. FLAGGERS MAY NOT BE USED FOR TRAFFIC CONTROL AT INTERSECTIONS. 9. SEE SHEET 21 FOR PEDESTRIAN TRAFFIC CONTROL DETAILS. 10. CONTRACTOR SHALL MAINTAIN ADA-COMPLIANT PEDESTRIAN ACCESS AT ALL TIMES, SPECIFICALLY INCLUDING PEDESTRIAN GUIDANCE SYSTEMS AT WORK ZONES. ACCESS SHALL BE MAINTAINED ALONG ALL SIDEWALKS AND CROSSWALKS, TO ALL ABUTTERS, AND TO ALL MBTA BUS STOPS OR TRAIN STATIONS. ANY PEDESTRIAN DETOURS SHALL INCLUDE A FULLY ADA-COMPLIANT PEDESTRIAN DETOUR ROUTE WITH PROPER BARRICADES, RAILINGS, RAMPS, AND SIGNAGE. FL. ORANGE FL. ORANGE FL. ORANGE FL. ORANGE FL. ORANGE NOTES: 1. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS, UNLESS SUPERCEDED WITH THE MUTCD. 2. ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN ACCORDANCE WITH THE MUTCD. 3. TEMPORARY CONSTRUCTION SIGNING, AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE START OF ANY WORK. 4. TEMPORARY CONSTRUCTION SIGNING, BARRICADES, AND ALL OTHER NECESSARY WORK ZONE TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE HIGHWAY OR COVERED WHEN THEY ARE NOT REQUIRED FOR CONTROL OR TRAFFIC. 5. SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, CHANNELIZING DEVICES, BARRIERS, AND CRASH ATTENUATORS MUST PASS THE CRITERIA SE FORTH IN REPORT 350, "RECOMMENDED PROCEDURES FOR THE SAFETY PERFORMANCE EVALUATION OF HIGHWAY FEATURES" AND/OR "MANUAL FOR ASSESSING SAFETY HARDWARE" (MASH). 6. CONTRACTORS SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OF ACCESS, SUCH AS CONDUIT INSTALLATION, EXISTING PAVEMENT EXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT, AND SIMILAR OPERATIONS. 7. THE FIRST TEN PLASTIC DRUMS OF A TAPER SHALL BE MOUNTED WITH SEQUENTIAL FLASHING WARNING LIGHTS. 8. THE ADVISORY SPEED LIMIT, IF REQUIRED, SHALL BE DETERMINED BY THE ENGINEER. 9. DISTANCES ARE A GUIDE AND MAY BE ADJUSTED IN THE FIELD BY THE ENGINEER. 10. MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER (DRUMS OR CONES) IS EQUAL IN FEET TO THE SPEED LIMIT IN MPH. 11. MINIMUM LANE WIDTH IS TO BE 11 FEET (3.3M) UNLESS OTHERWISE SHOWN. MINIMUM LANE WIDTH TO BE MEASURED FROM THE EDGE OF DRUMS OR MEDIAN BARRIER. 12. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS. B W5-1 W21-5a RIGHT SHOULDER CLOSED ROAD NARROWS A WORK ZONE 100 FT (30m) BUFFER L/3 100 FT (30m) B A WORK ZONE BUFFER A B L/2 TAPER 100 FT (30m) MAX W5-1 ROAD NARROWS W1-4R W5-1 ROAD NARROWS W1-4R W1-4L L/2 W1-4L BUFFER L/3 WORK ZONE 100FT (30m) MAX. 100FT (30m) MAX. BUFFER 100-150FT (30-45m) MA-W20-7b POLICE OFFICER AHEAD W20-4 W13-1p ONE LANE ROAD XXX XX M.P.H. W20-4 W13-1p ONE LANE ROAD XXX XX MA-W20-7b POLICE OFFICER AHEAD P/F OR W20-7 W20-7 OR P/F A B A B M.P.H. TEMPORARY TRAFFIC CONTROL PLANS 28 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_TR5(TTCP).DWG 31-Dec-2019 1:59 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- TEMPORARY CURB RAMP-PARALLEL TO CURB TEMPORARY CURB RAMP-PERPENDICULAR TO CURB TEMPORARY PEDESTRIAN FACILITY TEMPORARY CURB RAMP-TYPE 2 PEDESTRIAN BYPASS NTS NTS NTS TEMPORARY CURB RAMP-PARALLEL TO CURB TEMPORARY CURB RAMP-PERPENDICULAR TO CURB TEMPORARY PEDESTRIAN FACILITY TEMPORARY CURB RAMP-TYPE 2 PEDESTRIAN BYPASS NTS PEDESTRIAN BYPASS NTS NTS NTS · · · · · · SIDEWALK CLOSED CROSS HERE SIDEWALK CLOSED CROSS HERE TEMPORARY TRAFFIC CONTROL PLANS 29 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_TR5(TTCP).DWG 31-Dec-2019 3:32 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- COMPONENT PARTS OF A TEMPORARY TRAFFIC CONTROL (TTC) ZONE SINGLE LANE APPROACH ONE QUADRANT CLOSURE LEGEND DIRECTION OF TRAVEL TAPER: GUIDES TRAFFIC BACK TO ITS ORIGINAL TRAVEL PATH TERMINATION AREA: LETS TRAFFIC RESUME NORMAL OPERATIONS ACTIVITY AREA: WHERE WORK TAKES PLACE TRANSITION AREA: MOVES TRAFFIC OUT OF ITS NORMAL PATH ADVANCE WARNING AREA: TELLS TRAFFIC WHAT TO EXPECT AHEAD LONGITUDINAL BUFFER SPACE LONGITUDINAL BUFFER SPACE: PROVIDES PROTECTION FOR TRAFFIC AND WORKERS = STOPPING SIGHT DISTANCE. NOTHING SHALL BE PLACED/STORED IN BUFFER SPACE SHOULDER TAPER: GUIDES TRAFFIC AWAY FROM SHOULDER/ BREAK-DOWN LANE LATERAL BUFFER SPACE: PROVIDES PROTECTION FOR TRAFFIC AND WORKERS TRAFFIC SPACE: ALLOWS TRAFFIC TO PASS THROUGH THE ACTIVITY AREA WORK SPACE: SET ASIDE FOR WORKERS, EQUIPMENT, AND MATERIAL STORAGE USE "G20-1" SIGN AT PROJECT LIMIT IF WORK OCCURS OVER A DISTANCE OF MORE THAN 2 MILES (3.2 KM) W20-SERIES R2-10a R2-10e G20-1 B OR C ROAD WORK XXX ROAD WORK NEXT XX MILES END ROAD WORK DOUBLE FINES END WORK ZONES SPEEDING FINES DOUBLED A THE DISTANCE CAN BE MEASURED FROM THE START OF THE TRAVEL LANE RESTRICTION OR THE SHOULDER/BREAKDOWN LANE RESTRICTION (IF SHOULDER/BREAKDOWN LANE IS ONLY LANE BEING CLOSED) CHANNELIZING DEVICE WORK AREA SIGN A A A A P MA-W20-7b ONE LANE ALTERNATING TRAFFIC B B W20-4 B B 100 FT (30m) MAX. POLICE OFFICER AHEAD ONE LANE ROAD XXX W20-4 ONE LANE ROAD XXX MA-W20-7b POLICE OFFICER AHEAD MA-W20-7b POLICE OFFICER AHEAD W20-4 ONE LANE ROAD XXX P MA-W20-7b POLICE OFFICER AHEAD W20-4 ONE LANE ROAD XXX P 100 FT (30m) MAX. 100 FT (30m) MAX. * THIS DELINEATION CAN BE REMOVED TO INCREASE CAPACITY OF THE INTERSECTION. POLICE OFFICER CAN BE REMOVED AS WELL P * TEMPORARY TRAFFIC CONTROL PLANS 30 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_TR5(TTCP).DWG 31-Dec-2019 1:59 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 46 45+00 47+00 41 42 40+00 43+00 11 12 13 14 15 10+00 D ADJ ADJ ADJ ADJ ADJ ADJ ADJ RET ADJ ADJ ADJ RET ADJ ADJ ADJ ADJ RET RET RET RET APPLETON STREET LIBERTY HILL AVENUE APPLETON STREET LIBERTY HILL AVENUE (PUBLIC) (PUBLIC-40'WIDE-CITY L.O. OF 1900) CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 CITY LAYOUT OF 1900 CITY LAYOUT OF 1900 CITY LAYOUT OF 1870 CITY LAYOUT OF 1903 CITY LAYOUT OF 1960 CITY LAYOUT OF 1887 CITY LAYOUT OF 1895 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) (PUBLIC-60'WIDE-CITY LAYOUT) PROJECT BEGIN STA 10+70 N3019073.4721 E816334.9293 LIMIT OF WORK STA 41+24 N3019088.9855 E816491.4732 LIMIT OF WORK STA 46+02 N3019331.6570 E816365.0525 PROP DMH-1 PROP CB-1 PROP 6'-12" CPP LOCATION OF NATIONAL GRID REGULATOR PIT, NO DIGGING ALLOWED. IN CASE OF EMERGENCY CALL 1-[PHONE REDACTED] OR 911 IMMEDIATELY PROP 34'-12" CPP REM EX 10" CLAY PIPE PROP 39'-12" CPP EX CB-3 EX DMH-2 PROP 54'-12" CPP PROP CB-4 CONTRACTOR TO TEST PIT FOR WATER LINE RET UP RET UP RET UP PROP CB-6 EX DMH-6 PROP 54'-12" CPP CONTRACTOR TO TEST PIT FOR GAS LINE PROP GAS LINE (BY OTHERS) PROP GAS LINE (BY OTHERS) LIMIT OF MILL & OVERLAY STA 11+07 LIMIT OF MILL & OVERLAY STA 41+95 LIMIT OF MILL & OVERLAY STA 13+56 LIMIT OF MILL & OVERLAY STA 46+01 ADJ BO (NGRID) CONTRACTOR TO TEST PIT FOR GAS LINE CONTRACTOR TO TEST PIT FOR GAS LINE CONTRACTOR TO CHECK RECORD PLANS TO VERIFY LOCATION ADJ TO RIM ELEV = 35.62 DRAINAGE DATA TABLE STR ID ALIGNMENT STA & OFFSET RIM INV STR INV DATA CB-1 LIBERTY HILL AVENUE11+84.11 16.4' RT 39.69 DMH-1 OUT 35.69 DMH-1 LIBERTY HILL AVENUE11+91.29 18.4' RT 39.46 CB-1 IN 35.46 EX-CB-3 IN 35.13 EX DMH-2 OUT 35.12 CB-4 IN 35.13 EX DMH-2 LIBERTY HILL AVENUE11+91.09 16.38' LT(35.59) DMH-1 IN 31.7 CB-4 LIBERTY HILL AVENUE12+32.28 19.09' LT 40.49 DMH-1 OUT 36.49 EX CB-3 LIBERTY HILL AVENUE42+12.49 17.44' LT(40.17) DMH-1 OUT MATCH EXISTING PIPE CB-6 LIBERTY HILL AVENUE10+74.64 15.27' RT 40.22 EX DMH-6-OUT 36.22 EX DMH-6 LIBERTY HILL AVENUE11+29.11 10.62' RT(40.32) EX-PIPE-IN 31.30 EX-PIPE-OUT 31.20 CB-6 IN 35.68 DRAINAGE & UTILITY PLANS 31 CONTINUED ON SHEET NO. 32 N 20 SCALE: 1" = 20' 0 50 100 UTILITY NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT DIGSAFE (811 OR 1-888-DIG-SAFE) A MINIMUM OF 72 HOURS PRIOR TO ANY CONSTRUCTION TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 3. ALL MUNICIPALLY OWNED UTILITY STRUCTURES (CATCH BASINS, DRAIN MANHOLES, SEWER MANHOLES, WATER GATES, ETC.) SHALL BE ADJUSTED BY THE CONTRACTOR TO FINISHED GRADE UNLESS DIRECTED OTHERWISE. 4. THE CONTRACTOR SHALL CLEAN ALL EXISTING DRAINAGE STRUCTURES AND PIPES THAT ARE BEING REMODELED, ADJUSTED, OR CONNECTED TO ON THE PLANS AND SHALL COORDINATE AND CONTACT THE SALEM DEPARTMENT OF PUBLIC WORKS PRIOR. 5. ALL PRIVATELY OWNED UTILITY STRUCTURES (GAS GATES, ELECTRIC/TELEPHONE MANHOLES, ETC.) SHALL BE ADJUSTED TO FINISHED GRADE BY THE PRIVATE UTILITY COMPANY, UNLESS DIRECTED OTHERWISE. THE CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE ALTERATION AND ADJUSTMENT, AS NECESSARY. 6. PROPOSED LATERAL DRAIN PIPES SHALL BE INSTALLED WITH A PITCH OF 1.0% (MINIMUM) UNLESS OTHERWISE NOTED. 7. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE. FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD8(DRAINAGE & UTILITY).DWG 31-Dec-2019 1:59 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 15 16 17 18 19 20 21 51 50+00 51+70 D D PROP GI-1 PROP CB-2 PROP 28'-12" CPP PROP AREA DRAIN-1 PROP 27'-12" CPP ADJ BO ADJ ADJ RET RET RET ADJ BO ADJ NURSERY STREET (PUBLIC-40'WIDE-CITY L.O. OF 1900) LIBERTY HILL AVENUE CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 CITY LAYOUT OF 1900 CITY LAYOUT OF 1900 CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) EX DMH-3 PROP 4'-12" DIP CONTRACTOR TO TEST PIT FOR GAS LINE CONTRACTOR TO TEST PIT FOR WATER SERVICE CONTRACTOR TO TEST PIT FOR GAS LINE LIMIT OF WORK STA 51+01 N3019587.0840 E816376.8312 PROP CB-5 PROP DMH-4 CONTRACTOR TO TEST PIT TO DETERMINE EXISTING INVERT OUT CONTRACTOR TO TEST PIT FOR WATER LINE PROP 58'-12" CPP PROP 36'-12" CPP RET UP RET UP EX DMH-5 R&S EXISTING SPEED FEEDBACK SIGN PROPOSED FLASHING SCHOOL ZONE SIGN LIMIT OF MILL & OVERLAY STA 17+06 LIMIT OF MILL & OVERLAY STA 51+02 LIMIT OF MILL & OVERLAY STA 15+55 (NGRID) (NGRID) CONTRACTOR TO TEST PIT FOR GAS LINE DRAINAGE DATA TABLE STR ID ALIGNMENT STA & OFFSET RIM INV STR INV DATA CB-5 LIBERTY HILL AVENUE15+39.69 13.50' LT 42.40 DMH-4 OUT 38.40* DMH-4 LIBERTY HILL AVENUE 15+65.55 12.53' RT42.50 CB-5 IN 38.22* EX DMH-5 OUT 38.21* EX DMH-5 LIBERTY HILL AVENUE16+19.88 8.61' LT (42.26) DMH-4 IN 37.92* AREA DRAIN-1LIBERTY HILL AVENUE16+48.05 13.40' LT 41.31 CB-2 OUT 38.33 CB-2 LIBERTY HILL AVENUE16+75.48 20.93' LT 42.06 AREA DRAIN-1 IN 38.06 GI-1 IN 39.03 EX DMH-3 OUT 37.35 GI-1 LIBERTY HILL AVENUE16+76.87 15.42' LT 41.57 CB-2 OUT 39.07 EX DMH-3 LIBERTY HILL AVENUE17+03.64 10.56' LT(41.88) EX-PIPE-IN-A 37.60 EX-PIPE-IN-B 36.90 EX-PIPE-IN-C 36.80 CB-2 IN 36.90 DRAINAGE & UTILITY PLANS 32 CONTINUED ON SHEET NO. 31 CONTINUED ON SHEET NO. 33 20 SCALE: 1" = 20' 0 50 100 N FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD8(DRAINAGE & UTILITY).DWG 31-Dec-2019 1:59 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 *NOTE: INVERT INFORMATION FOR EX DMH-5 IS UNAVAILABLE. PROPOSED INVERTS FOR EX DMH-5, CB-5, & DMH-4 MAY NEED TO BE ADJUSTED BASED ON RESULTS OF TEST PIT BY CONTACTOR. ---PAGE BREAK--- 21 22 23 24 25 26 RET RET RET RET RETRET RET RET RET RET LIBERTY HILL AVENUE (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 RET UP RET UP RET UP CONTRACTOR TO TEST PIT FOR GAS LINE CONTRACTOR TO TEST PIT FOR GAS LINE DRAINAGE & UTILITY PLANS 33 20 SCALE: 1" = 20' 0 50 100 N CONTINUED ON SHEET NO. 32 CONTINUED ON SHEET NO. 34 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD8(DRAINAGE & UTILITY).DWG 31-Dec-2019 1:59 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 27 28 29 30 31 31+65 RET RET LIBERTY HILL AVENUE CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) PROJECT END STA 31+00 N3021057.9543 E816568.6997 CONTRACTOR TO TEST PIT FOR WATER LINE R&D EXISTING FLASHING SCHOOL ZONE SIGN PROPOSED FLASHING SCHOOL ZONE SIGN DRAINAGE & UTILITY PLANS 34 20 SCALE: 1" = 20' 0 50 100 N CONTINUED ON SHEET NO. 33 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD8(DRAINAGE & UTILITY).DWG 31-Dec-2019 1:59 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- NOT TO SCALE TREE PROTECTION - EXISTING TREE NOTE: NO STORAGE OF EQUIPMENT OR STOCKPILING OF MATERIALS WITHIN DRIPLINE OF THE TREE IS ALLOWED. EXISTING TREE EXISTING TREE 6 FT MIN. LIMIT OF DRIPLINE (VARIES) PRUNE PER ISA STANDARDS. REMOVE DEAD & DAMAGED BRANCHES. TIE BRANCHES UP TO AVOID DAMAGE FROM CONSTRUCTION EQUIPMENT EXISTING TREE(S) INSTALL FENCING AT EDGE OF DRIPLINE OR AS FAR FROM TRUNK AS POSSIBLE. MIN. DISTANCE IS 6' FROM TRUNK. MAY BE PLASTIC SNOW FENCE OR CHAIN LINK, MIN. 4' HIGH ZONE OF CONSTRUCTION IMPACT PRUNE DAMAGED OR EXPOSED ROOTS DAMAGED WITH A SHARP SAW LIMIT OF GRADING (INDIVIDUAL TREE) EXISTING GRADE LIMIT OF FENCING (MULTIPLE TREES) WOODEN OR METAL POSTS (TYPICAL) 2X4 DIM. LUMBER ATTACHED AT 2 LOCATIONS (MIN.). CLADDING SHALL BE 8' HIGH WITH 6" SPACING OF BOARDS W/ BURLAP PRIOR TO ARMORING. LIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS) WOODEN OR METAL POSTS (MAX. 8' SPACING) LIMIT OF FENCING (MULTIPLE TREES) LIMIT OF CANOPY (VARIES) AREA OF UNDISTURBED ROOT ZONE LIMIT OF FENCE (INDIVIDUAL TREE) PLAN VIEW SHARED LANE MARKING SYMBOL NOTES: 1. IN LOCATIONS WITH ON-STREET PARKING, SHARED LANE MARKING SYMBOLS SHALL BE PLACED SO THAT THEIR CENTERS ARE A MINIMUM OF 11 FEET FROM THE ADJACENT FACE OF CURB UNLESS OTHERWISE NOTED ON THE PLANS. 2. IN LOCATIONS WITHOUT PARKING, SHARED LANE MARKING SYMBOLS SHALL BE PLACED SO THAT THEIR CENTERS ARE A MINIMUM OF 4 FEET FROM THE ADJACENT FACE OF CURB UNLESS OTHERWISE NOTED ON THE PLANS. 3. IF LOCATED IN A TURN LANE, SHARED LANE MARKING SYMBOLS SHALL BE CENTERED IN THE LANE UNLESS OTHERWISE NOTED ON THE PLANS. 4. DO NOT PLACE SYMBOLS ON LANE LINES. 5. SEE PLANS FOR SYMBOL LOCATIONS. 4' MIN FACE OF CURB FACE OF CURB SHARED LANE MARKING SYMBOL PLACEMENT ADJACENT TO CURB WITHOUT PARKING NOT TO SCALE SHARED LANE MARKING SYMBOL PLACEMENT ADJACENT TO PARKING NOT TO SCALE 11' MIN. TRAVEL LANE PARKING LANE TRAVEL LANE SHARED LANE MARKING CENTERED IN LANE WHEN POSTED SPEED LIMIT IS 25 MPH OR LOWER. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR MORE DETAILS SHARED LANE MARKING CENTERED IN LANE WHEN POSTED SPEED LIMIT IS 25 MPH OR LOWER. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR MORE DETAILS NOTES: 1. ALL 24" LINES SHALL BE APPLIED IN ONE APPLICATION, NO COMBINATION OF LINES (TWO - 12" LINES) WILL BE ACCEPTED. 2. LAYOUT OF CROSSWALKS SHALL BE APPROVED BY THE ENGINEER PRIOR TO APPLICATION. 3. CROSSWALK BARS SHALL BE PLACED OUTSIDE THE VEHICULAR WHEEL PATH WHEREVER POSSIBLE. TYPICAL CONTINENTAL STYLE CROSSWALK PAVEMENT MARKING NOT TO SCALE VARIES 2'-0" MAX 10' 24" THERMOPLASTIC WHITE LINE (TYP) CURBLINE CURBLINE 2' 2' SCHOOL 6' 11.58' TYPICAL "SCHOOL" PAVEMENT MARKING DETAIL NOT TO SCALE WHITE THERMOPLASTIC (TYP) 4.5' 12" THERMOPLASTIC WHITE LINE (TYP) SECTION VARIES CRUSHED STONE INVERT ELEVATION CORRUGATED PIPE 6" SEWER & DRAIN RISER PIPE (LENGTH AS REQUIRED) COMPACTED SOIL SLOPE TO DRAIN 6" ATRIUM POLYOLEFIN GRATE W/ U.V. INHIBITORS. SLOPE TO DRAIN NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. NOT TO SCALE AREA DRAIN CONSTRUCTION DETAILS 35 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD9(CONST_DETL).DWG 31-Dec-2019 1:59 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- NOT TO SCALE INLET PROTECTION SILT SACK IN CATCH BASIN NOTES: 1. INSTALL SILT SACK IN EXISTING CATCH BASINS BEFORE COMMENCING WORK, AND IN NEW CATCH BASINS IMMEDIATELY AFTER INSTALLATION OF STRUCTURE. MAINTAIN UNTIL BINDER COURSE PAVING IS COMPLETE OR A PERMANENT STAND OF GRASS HAS BEEN ESTABLISHED. 2. GRATE TO BE PLACED OVER SILT SACK. 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED AS NEEDED. SILTSACK CATCH BASIN GRATE EXPANSION RESTRAINT FLOW CATCH BASIN GRATE SILT SACK SECTION VIEW PLAN VIEW FLOW NOT TO SCALE GRANITE CURB IN EXISTING PAVEMENT * CONCRETE SHALL BE INCLUDED IN PRICE BID FOR VARIOUS GRANITE CURB ITEMS FOR 6" OFFSET FROM FACE OF CURB. NOTE: ADDITIONAL CONCRETE SUPPORT SHALL BE PROVIDED FOR STABILITY OF GRANITE CURB. 6" MIN GUTTER LINE SEE PAVEMENT NOTES 6" MIN 6" MIN EXISTING PAVEMENT SAWCUT HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE GRAVEL BASE COURSE PROP GRAN CURB TREATMENT VARIES (SEE PLANS) NOT TO SCALE CATCH BASIN REMODEL CL NOTES: 1. FRAME AND GRATE SHALL BE RATED FOR HL-93 LOADING. 2. MIN FRAME WEIGHT: 4 FLANGE - 295 LB 3 FLANGE - 264 LB PROP PRECAST CONICAL SECTION EXIST CATCH BASIN TAPER MORTAR ALL JOINTS MATCH EXISTING CATCH BASIN WALL THICKNESS COMPACTED BEDDING 3" MIN 6" D+3' D 3.5' MAX VARIES 1 1 SAWCUT EXISTING MATERIAL OBTAINED FROM EXCAVATION DETERMINED TO BE SUITABLE AND APPROVED BY ENGINEER TO BE USED. BACKFILL PLACED IN LAYERS NO MORE THAN 6" IN DEPTH AND THOROUGHLY COMPACTED. NO STONES LARGER THAN 3" TO A POINT 2' OVER TOP OF PIPE.GRAVEL BORROW AS DIRECTED BY ENGINEER. BOTTOM OF TRENCH OVER EXCAVATION WHEN ENCOUNTERING SOFT OR UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. NOT TO SCALE DRAINAGE TRENCH SURFACE VARIES (SEE NOTES) PAVED AREA LANDSCAPED/GRASSED AREA DEPTH AND SURFACE TREATMENT VARIES (SEE PLANS) NOTE: TEMPORARY OR PERMANENT PATCHING SHALL BE IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER. NOT TO SCALE PRECAST CONCRETE CATCH BASIN (MASSDOT STD DWG E 201.4.0) WEEPHOLE (OPENING TO BE PRECAST IN RISER SECTION) HEIGHT OF RISER SECTIONS VARY FROM 1' TO 4' 5 IN MIN 18"-24" TAPERED SECTION 4'-0" MAX (DEEP SUMP) 5" MIN BRICK MAY BE USED FOR GRADE ADJUSTMENTS FRAME TO BE SET IN FULL BED OF MORTAR PROVIDE OPENINGS OUTSIDE OF PIPE CLEARANCE MIN 0.12 SQ. IN STEEL PER VERTICAL FOOT, PLACE ACCORDING TO AASHTO DESIGNATION M199 6'-6" (STANDARD DEPTH) W/ 7'-6" (DEEP SUMP) MORTAR ALL JOINTS 1" CLEAR SEE MASSDOT STANDARD DRAWING E 202.4.0 FOR BASE DETAILS FOR GRATE SEE MASSDOT STANDARD DRAWING E 201.7.0 - E 201.11.0 24" MIN SQUARE OPENING** * MINIMUM DEPTH OF SUMP TO BE 2 FT WHEN A CURB INLET IS INSTALLED, THE OPENING IS TO BE 24"±1"X27"±1" REINFORCING STEEL BASED ON A WALL THICKNESS OF 5" NOTES: 1. DETAILS NOT INDICATED ABOVE ARE TO BE SIMILAR TO THOSE SHOWN ON E 201.3.0 2. FACE OF PIPE FLUSH OR NOT TO PROJECT MORE THAN 4" FROM FACE OF WALL ALONG CENTERLINE OF PIPE 3. FOR DESCRIPTION, MATERIALS AND CONSTRUCTION METHOD, SEE STANDARD SPECIFICATIONS. 4. ALL CONCRETE TO BE AIR ENTRAINED. NOT TO SCALE GRANITE CURB AT BACK OF SIDEWALK 6" MIN 6" MIN CEMENT CONCRETE SIDEWALK GRAVEL BORROW TYPE C PROP GRANITE CURB TREATMENT VARIES (SEE PLANS) BACK OF SIDEWALK PREFORMED JOINT FILLER 12" MAX REVEAL CONSTRUCTION DETAILS 36 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD9(CONST_DETL).DWG 31-Dec-2019 1:59 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- PROP BEACON POLE PROP FLASHING BEACON BASE 4" PROP CEMENT CONCRETE 2" REVEAL 5' MIN 8" GRAVEL BORROW TYPE b RET EXIST VGC/CURB/EDGING RET EXIST SIDEWALK OR GROUND SAWCUT FLASHING SCHOOL ZONE SIGN INSTALLATION DETAIL NOT TO SCALE PROP FLASHING BEACON FOUNDATION RET EXIST PAVEMENT 5' MIN 5' MIN 1.5' MIN RETAIN EXIST VGC ROADWAY SAWCUT PROP CEMENT CONCRETE SIDEWALK NOTE: ELECTRICAL WIRING NOT SHOWN FOR CLARITY SIDEWALK PLAN SECTION A-A 1.5' MIN PROP FLASHING BEACON BASE PROP FLASHING BEACON FOUNDATION A A FLASHING SCHOOL ZONE SIGN AND SPEED FEEDBACK SIGN DETAIL (HARDWIRED) NOT TO SCALE FLASHING SCHOOL ZONE SIGN NOTES: 1. CONTRACTOR TO ENSURE THAT THE FLASHING SCHOOL ZONE SIGN AND SPEED FEEDBACK SIGN MEET THE REQUIREMENTS SET IN THE MASSACHUSETTS AMENDMENTS TO THE MUTCD CHAPTER 7E. CONSTRUCTION DETAILS 37 RRFB OPERATIONAL NOTES: 1. SHALL WIG-WAG FLASH WHEN ACTIVATED BY PEDESTRIAN PUSH BUTTON. 2. THE SYSTEM SHALL BE CAPABLE OF PROVIDING A FLASHING RATE OF 70 TO 80 CYCLES PER MINUTE. FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD9(CONST_DETL).DWG 31-Dec-2019 1:59 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 DECIDUOUS TREE PLANTING NOT TO SCALE ROOTBALL SHALL BE PLACED ON TREE WRAP SHALL NOT BE USED COMPLETELY REMOVE BURLAP & LACING BACKFILL MIX PER SPECIAL PROVISIONS DURING THE FIRST 24 HOURS AFTER PLANTING WATERING SAUCER SHALL BE FLOODED TWICE TREE SHALL BE SET PLUMB ABOVE FINISHED GRADE AFTER SETTLEMENT CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING. 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT 2-3 INCHES AGED PINE BARK MULCH (PULL MULCH AWAY TREE SHALL BE PLANTED SO THAT CROWN IS 3 INCHES MIN. 2 X ROOTBALL DIAMETER ROOTBALL UNDISTURBED SUBGRADE DO NOT CUT LEADER FROM TRUNK OF TREE) 6 INCHES BELOW ROOTBALL 6' (MIN) SOLAR PANEL ORIENTED FOR OPTIMAL SUNLIGHT CAPTURE (NOT REQUIRED FOR AC POWER) NEMA ENCLOSURE FOR CONTROLLER (SIZE MAY VARY) W11-2 SIGN (TYP. SEE SPECIAL PROVISIONS) (FACING EACH DIRECTION OF TRAFFIC) DUAL RECTANGULAR YELLOW LED BEACONS IN NEMA ENCLOSURE (FACING EACH DIRECTION OF TRAFFIC) W16-7P SIGN (FACING EACH DIRECTION OF TRAFFIC) R10-25 SIGN APS PUSHBUTTON TRAFFIC SIGNAL POST & PEDESTAL CEMENT CONCRETE FOUNDATION 1'-8" 1" (MAX) x 45° CHAMFER (TYP) 4' 15' (TYP) 2' (MIN) TO FACE OF CURB CURB TRAVEL WAY NOTES: 1. CROSSWALK AND ADA-COMPLIANT RAMPS NOT SHOWN. SEE PLANS FOR LOCATIONS. 2. REFER TO THE SPECIAL PROVISIONS FOR SIGN DIMENSIONS. 3. ALL CONDUIT, PULL BOXES, SERVICE CONNECTIONS, AND EQUIPMENT GROUNDING REQUIRED FOR AC POWER IS NOT SHOWN IN THIS DETAIL AND SHALL BE PAID FOR SEPARATELY UNDER THEIR RESPECTIVE PAY ITEMS. 4. ACCESS TO ALL PEDESTRIAN ACTUATED CONTROLS SHALL BE ADA/AAB COMPLIANT. 5. *0.5% CONSTRUCTION TOLERANCE FOR CROSS-SLOPE. MAJOR ITEMS LIST 2 CEMENT CONCRETE FOUNDATIONS PER 812.30.1 2 15' TRAFFIC SIGNAL POSTS & PEDESTALS 2 APS PUSHBUTTON SYSTEMS 4 DUAL RECTANGULAR YELLOW LED BEACONS IN NEMA ENCLOSURES 2 R10-25 SIGNS 4 W11-2 SIGNS 2 W16-7PR SIGNS 2 W16-7PL SIGNS 2 SOLAR PANEL SYSTEMS (NOT REQUIRED FOR AC POWER) 2 NEMA ENCLOSURES FOR ALL COMPONENTS NEEDED TO MEET FUNCTIONAL REQUIREMENTS PER SPECIAL PROVISIONS 2 BATTERY SYSTEMS (NOT REQUIRED FOR AC POWER) PLUS ALL MOUNTING AND SUPPORTING HARDWARE AND WIRING NECESSARY TO COMPLETE A WORKING SYSTEM. < 6' (RECOMMENDED) < 10' (MAX) TO FACE OF CURB 10" (MAX) FOR SIDE REACH 1.5%* (MAX) ADA-COMPLIANT SURFACE SEE DETAIL A DETAIL A: DUAL YELLOW BEACON 5" (MIN) 7" (MIN) 5" (MIN) 2" (MIN) PILOT LIGHT (IF REQUIRED) ---PAGE BREAK--- WHEELCHAIR RAMP NOTES: 1. MAXIMUM ALLOWABLE LONGITUDINAL SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE DESIGNED TO 4.5% ±0.5% (7.5% ±0.5% FOR CURB RAMPS) CROSS SLOPES ARE DESIGNED AT 1.5% 2. A MINIMUM OF 3'-0" CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 3. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 4. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 5. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5'x5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FT. 6. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY. 7. DETECTABLE WARNING PANELS ARE REQUIRED ON ALL PROPOSED WHEELCHAIR RAMPS AND ARE TO BE INSTALLED IN ACCORDANCE WITH CONSTRUCTION STANDARD E 107.6.5 (OCTOBER 2017). CONTRACTOR SHALL PROVIDE 6" BETWEEN DETECTABLE WARNING PANEL AND EDGE OF CONCRETE WHERE IT ABUTS LOAM & SEED. COLOR SHALL BE YELLOW. 8. SIDEWALK SHALL NOT BE LESS THAN 4' WIDE. SIDEWALK SIDEWALK 7.5%* 5'-0" (MIN) 1.5%* 7.5%* 5'-6" (MIN) CURB TRANSITION ROADWAY 1.5%* SECTION A-A A A CURB DETECTABLE WARNING PANEL (SEE MASSDOT STD. DETAIL E 107.6.5) REFERENCE POINT C RAMP OPENING FLUSH (SEE NOTE 6) DETECTABLE WARNING PANEL (SEE MASSDOT STD. DETAIL E 107.6.5) SEE PAVEMENT NOTES L WHEELCHAIR RAMPS ON NARROW SIDEWALK WITH DETECTABLE WARNING PANEL TYPE E (MASSDOT STD DWG E107.2.1) * TOLERANCE FOR CONSTRUCTION ±0.5% 4'-0" (MIN) 1.5%* 1.5%* SIDEWALK RAMP WIDTH 6'-6"(MIN) 7.5%* L 1.5%* SIDEWALK TRANSITION LENGTH 5'-0" (MIN) SIDEWALK WIDTH TRANSITION HEIGHT 7.5%* 7.5%* DETECTIBLE WARNING PANEL (SEE MASSDOT STD. DETAIL E 107.6.5) CURB TRANSITION CURB FLUSH (SEE NOTE 6) REFERENCE POINT C RAMP OPENING WHEELCHAIR RAMPS GREATER THAN 12'-4" SIDEWALK TYPE A (MASSDOT STD DWG E107.3.0) SIDEWALK ROADWAY DETECTABLE WARNING PANEL (SEE MASSDOT STD. DETAIL E 107.6.5) 7.5%* SEE PAVEMENT NOTES SECTION A-A * TOLERANCE FOR CONSTRUCTION ±0.5% A A 1.5%* 7.5%* CURB SEE CONSTRUCTION PLANS DETECTABLE WARNING PANEL (SEE MASSDOT STD. DETAIL E 107.6.5) SIDEWALK FLUSH (SEE NOTE 6) REFERENCE POINT C RAMP OPENING L A CURB TRANSITION 1.5%* WHEELCHAIR RAMP FOR ONE CONTINUOUS DIRECTION OF PEDESTRIAN TRAVEL TYPE D (MASSDOT STD DWG E107.6.0) CURB TRANSITION 5'-6" (MIN) CURB N.T.S. N.T.S. PLAIN CEMENT CONCRETE PLAIN CEMENT CONCRETE AS REQUIRED E107.9.0 NOTE: APPLIES ONLY WHERE THE TRANSITION CURB SLOPE IS 7.5%, CURB REVEAL IS THE SIDEWALK IS STRAIGHT, AND THE GUTTER SLOPE IS EXACTLY THE SAME AS THE ROADWAY PROFILE GRADE. * 1.5%* 4'-0" (MIN) SIDEWALK ROADWAY OR SIDEWALK DETECTABLE WARNING PANEL (SEE MASSDOT STD. DETAIL E 107.6.5) 7.5%* SEE PAVEMENT NOTES SECTION A-A * TOLERANCE FOR CONSTRUCTION ±0.5% 1.5%* A 1.5%* 4'-0" (MIN) 1.5%* 1.5%* GRASS RAMP WIDTH 6'-6"(MIN) 7.5%* L 1.5%* SIDEWALK 5'-0" (MIN) SIDEWALK WIDTH 7.5%* DETECTIBLE WARNING PANEL (SEE MASSDOT STD. DETAIL E 107.6.5) CURB TRANSITION CURB FLUSH (SEE NOTE 6) REFERENCE POINT C RAMP OPENING WHEELCHAIR RAMPS GREATER THAN 12'-4" SIDEWALK TYPE C SIDEWALK ROADWAY DETECTABLE WARNING PANEL (SEE MASSDOT STD. DETAIL E 107.6.5) 7.5%* SEE PAVEMENT NOTES SECTION A-A * TOLERANCE FOR CONSTRUCTION ±0.5% A A 1.5%* N.T.S. PLAIN CEMENT CONCRETE 4'-0" (MIN) 1.5%* 1.5%* CURB TRANSITION SIDEWALK EDGE OF ACCESSIBLE ROUTE RAMP LENGTH 7.5%* REFERENCE POINT C RAMP OPENING L 1.5%* SIDEWALK 5'-0" (MIN) CURB DETECTABLE WARNING PANEL (SEE MASSDOT STD. DETAIL E 107.6.5) FLUSH (SEE NOTE 6) 7.5%* 7.5%* RAMP & SIDEWALK WIDTH 5'-6" (MIN.) * TOLERANCE FOR CONSTRUCTION ±0.5% SIDEWALK ROADWAY DETECTABLE WARNING PANEL (SEE MASSDOT STD. DETAIL E 107.6.5) 7.5%* SEE PAVEMENT NOTES SECTION A-A 1.5%* A A N.T.S. WHEELCHAIR RAMPS ON NARROW SIDEWALK WITH DETECTABLE WARNING PANEL TYPE B (MASSDOT STD DWG E107.2.0) GRASS OR LOAM BORROW AND SEEDING AREA LEVEL LANDING LEVEL LANDING LEVEL LANDING LEVEL LANDING ROADWAY DOWNGRADE ROADWAY DOWNGRADE ROADWAY DOWNGRADE ROADWAY DOWNGRADE ROADWAY DOWNGRADE MINIMUM CURB TRANSITION LENGTH FOR WHEELCHAIR RAMPS (MASSDOT STD DWG E107.9.0) MODIFIED WHEELCHAIR RAMP DATA NUMBER TYPE STREET NAME WHEELCHAIR RAMP REFERENCE OPENING WIDTH (FT) ROADWAY GUTTER SLOPE RAMP LENGTH (FT) SIDEWALK WIDTH (FT) TRANSITION LEFT TRANSITION RIGHT STATION OFFSET LENGTH (FT) REVEAL (IN) LENGTH (FT) REVEAL (IN) 1 G LIBERTY HILL AVENUE 12+00.54 30.52' RT 5.0 -1.40% 6 11 - 6.0 - 6.0 2 A LIBERTY HILL AVENUE 12+41.07 11.00' LT 5.0 -0.60% 5 15.7 7.5 6.0 6.6 5.5 3 B APPLETON STREET 45+49.25 10.00' LT 5.0 -0.20% 3.4 9.0 4.5 4.0 5.0 4.0 4 A APPLETON STREET 45+66.50 20.38' RT 5.0 1.00% 6.5 20 8.5 6.0 7.1 6.0 5 A NURSERY STREET 51+50.00 14.00' RT 5.0 1.20% 6 12.5 7.0 4.3 9.0 6.0 6 G NURSERY STREET 51+50.00 14.00' LT 5.0 -0.60% 4 22.3 - 6.0 - 6.0 7 E LIBERTY HILL AVENUE 21+42.2 22.56' LT 5.0 -1.40% 5.6 6.1 7.4 5.5 10.8 2.4 11 A LIBERTY HILL AVENUE 25+55.84 10.25' LT 5.0 0.60% 6 11.5 5.5 4.4 4.5 5.4 12 F LIBERTY HILL AVENUE 25+55.91 17.39' RT 5.0 -1.40% 5.0 5.0 6.5 6.0 - - WHEELCHAIR RAMP "TYPE D" DATA NUMBER TYPE STREET NAME DRIVEWAY REFERENCE OPENING WIDTH (FT) ROADWAY GUTTER SLOPE RAMP LENGTH (FT) SIDEWALK WIDTH (FT) STATION OFFSET 8 D LIBERTY HILL AVENUE 21+76.6 19.58' LT 4.0 0.20% 6.5 5.1 9 D LIBERTY HILL AVENUE 22+49.4 20.40' LT 3.0 0.00% 6.5 5.8 10 D LIBERTY HILL AVENUE 22+84.2 20.10' LT 4.0 1.30% 6.5 5.4 GRASS SIDEWALK 7.5%* 5'-0" (MIN) 1.5%* CURB TRANSITION ROADWAY 1.5%* SECTION A-A A A CURB DETECTABLE WARNING PANEL (SEE MASSDOT STD. DETAIL E 107.6.5) REFERENCE POINT C RAMP OPENING FLUSH (SEE NOTE 6) DETECTABLE WARNING PANEL (SEE MASSDOT STD. DETAIL E 107.6.5) SEE PAVEMENT NOTES L WHEELCHAIR RAMPS ON NARROW SIDEWALK WITH DETECTABLE WARNING PANEL TYPE F * TOLERANCE FOR CONSTRUCTION ±0.5% PLAIN CEMENT CONCRETE LEVEL LANDING ROADWAY DOWNGRADE N.T.S. 4'-0" (MIN) GRASS RAMP WIDTH 6'-6"(MIN) 7.5%* L 1.5%* 5'-0" (MIN) SIDEWALK WIDTH DETECTIBLE WARNING PANEL (SEE MASSDOT STD. DETAIL E 107.6.5) CURB FLUSH (SEE NOTE 6) REFERENCE POINT C RAMP OPENING WHEELCHAIR RAMPS GREATER THAN 12'-4" SIDEWALK TYPE G SIDEWALK ROADWAY DETECTABLE WARNING PANEL (SEE MASSDOT STD. DETAIL E 107.6.5) 7.5%* SEE PAVEMENT NOTES SECTION A-A * TOLERANCE FOR CONSTRUCTION ±0.5% A A 1.5%* N.T.S. PLAIN CEMENT CONCRETE LEVEL LANDING ROADWAY DOWNGRADE N.T.S. N.T.S. N.T.S. GRASS HIGH SIDE TRANSITION LENGTH FOR VARYING CURB REVEALS REVEAL 3" 4" 5" 6" 3.0' 4.0' 5.5' 6.5' 3.5' 5.0' 6.0' 7.7' 4.5' 6.0' 7.5' 9.0' 5.5' 7.0' 9.0' 11.0' 7.0' 9.5' 11.5' 14.0' 10.0' 13.0' 15' MAX 15' MAX WHEELCHAIR RAMP DETAILS 38 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD14(WCR_DETL).DWG 31-Dec-2019 1:59 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- BACK OF SIDEWALK 1.5%* 5% TO 15% SLOPE 6" MIN SECTION A-A 12" ACCESSIBLE ROUTE VARIES MIN) VARIES VARIES PROP PAVEMENT 1" LIP SAWCUT RET EXIST GRAVEL BASE GUTTER EXISTING DRIVEWAY SAWCUT DRIVEWAY SURFACE PROP GRAVEL BASE - 8" MIN SEE PAVEMENT NOTES 15% MAX 1" LIP 1.5%* SIDEWALK SIDEWALK 5%-15% SLOPE CURB EDGE OF ROADWAY RADIUS VARIES RADIUS VARIES 3'-0" MIN. 1.5%* CROSS SLOPE A A DRIVEWAY WIDTH VARIES BACK OF SIDEWALK LINE PROP GRANITE CURB CORNER (TYP) SEE ALIGNMENT PLANS FOR RADIUS CL ROADWAY DOWNGRADE NOTE: * CONSTRUCTION TOLERANCE ±0.5% HSL = HIGH SIDE TRANSITION LENGTH W = SIDEWALK WIDTH CC = CEMENT CONCRETE HMA = HOT MIX ASPHALT N.T.S. PROPOSED SIDEWALK THROUGH DRIVEWAYS WITH CURB RETURNS - MODIFIED E 107.8.0 W REFERENCE POINT SAWCUT 1.5%* 7.5%* 7.5%* 1.5%* 1.5%* *TOLERANCE FOR CONSTRUCTION ±0.5% 1.5%* A A B B PLAN BACK OF SIDEWALK 1.5%* VARIES 15% MAX 6" MIN SECTION A-A SECTION B-B CEM CONC SIDEWALK 12" ACCESSIBLE ROUTE VARIES MIN) VARIES VARIES DRIVEWAY SURFACE MATCH DRIVEWAY MATERIAL; DRIVEWAY WIDTH VARIES N.T.S. PROPOSED SIDEWALK THROUGH DRIVEWAY LEFT SIDE TRANSITION CEM CONC DRIVEWAY BACK OF SIDEWALK RIGHT SIDE TRANSITION GRANITE CURB (TYPE VB) PROP PAVEMENT 1" LIP SAWCUT SEE PAVEMENT NOTES RET EXIST GRAVEL BASE GUTTER EXISTING DRIVEWAY SAWCUT CEM CONC SIDEWALK DRIVEWAY SURFACE PROP GRAVEL BASE L REF POINT C DRIVEWAY OPENING SEE PAVEMENT NOTES 15% MAX WIDTH OF ACCESSIBLE ROUTE VARIES 7.5%* 7.5%* GRANITE CURB (TYPE VB) GRANITE TRANSITION CURB ROADWAY TOP SIDEWALK TOP 6" CURB REVEAL VARIES (10' MIN) VARIES VARIES ROADWAY DOWNGRADE DRIVEWAY DATA NUMBER STREET NAME DRIVEWAY SURFACE DRIVEWAY REFERENCE WIDTH (FT) ROADWAY GUTTER SLOPE WIDTH OF SW (FT) WIDTH OF ACESSIBLE ROUTE TRANSITION LEFT TRANSITION RIGHT STATION OFFSET LENGTH REVEAL LENGTH REVEAL 1 APPLETON STREET CEM CONC 45+30.10 10.00' LT 17.8 -0.67% 9.1 5.5 - 4.0 - 4.0 2 LIBERTY HILL AVENUE CEM CONC 15+05.29 14.50' LT 62.8 -0.1% 7.6 4.5 6.5 5.0 6.5 4.0 3 LIBERTY HILL AVENUE CEM CONC 11+22.94 16.88' RT 12.4 -0.4% 5.1 4.2 6.5 4.2 4.2 3.6 WHEELCHAIR RAMP DETAILS 39 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD14(WCR_DETL).DWG 31-Dec-2019 1:59 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 46 41 42 45+00 47+00 40+00 43+00 10+00 D APPLETON STREET LIBERTY HILL AVENUE APPLETON STREET LIBERTY HILL AVENUE (PUBLIC) (PUBLIC-40'WIDE-CITY L.O. OF 1900) CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 CITY LAYOUT OF 1900 CITY LAYOUT OF 1900 CITY LAYOUT OF 1870 CITY LAYOUT OF 1903 CITY LAYOUT OF 1960 CITY LAYOUT OF 1887 CITY LAYOUT OF 1895 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) (PUBLIC-60'WIDE-CITY LAYOUT) LIMIT OF MILL & OVERLAY STA 41+95 11 12 13 14 15 LIMIT OF MILL & OVERLAY STA 13+56 LIMIT OF MILL & OVERLAY STA 46+01 LIMIT OF MILL & OVERLAY STA 11+07 PAVING PLANS 40 CONTINUED ON SHEET NO. 41 N 20 SCALE: 1" = 20' 0 50 100 LEGEND: CEMENT CONCRETE SIDEWALK HMA SIDEWALK CEMENT CONCRETE DRIVEWAY CEMENT CONCRETE WHEELCHAIR RAMP MILL & OVERLAY HMA FULL DEPTH LOAM & SEED FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD18(PAVING_PLANS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 51 PC +05.72 PT +31.86 50+00 51+70 D D NURSERY STREET (PUBLIC-40'WIDE-CITY L.O. OF 1900) LIBERTY HILL AVENUE CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 CITY LAYOUT OF 1900 CITY LAYOUT OF 1900 CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) LIMIT OF MILL & OVERLAY STA 17+06 LIMIT OF MILL & OVERLAY STA 15+55 15 16 17 18 19 20 21 LIMIT OF MILL & OVERLAY STA 51+02 PAVING PLANS 41 CONTINUED ON SHEET NO. 40 CONTINUED ON SHEET NO. 42 20 SCALE: 1" = 20' 0 50 100 N LEGEND: CEMENT CONCRETE SIDEWALK HMA SIDEWALK CEMENT CONCRETE DRIVEWAY CEMENT CONCRETE WHEELCHAIR RAMP MILL & OVERLAY HMA FULL DEPTH LOAM & SEED FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD18(PAVING_PLANS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- LIBERTY HILL AVENUE (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 21 22 23 24 25 26 PAVING PLANS 42 20 SCALE: 1" = 20' 0 50 100 N CONTINUED ON SHEET NO. 41 CONTINUED ON SHEET NO. 43 LEGEND: CEMENT CONCRETE SIDEWALK HMA SIDEWALK CEMENT CONCRETE DRIVEWAY CEMENT CONCRETE WHEELCHAIR RAMP MILL & OVERLAY HMA FULL DEPTH LOAM & SEED FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD18(PAVING_PLANS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 31+65 LIBERTY HILL AVENUE CITY LAYOUT OF 1871 CITY LAYOUT OF 1871 (PUBLIC-50'WIDE-CITY LAYOUT OF 1871) 27 28 29 30 31 PAVING PLANS 43 20 SCALE: 1" = 20' 0 50 100 N CONTINUED ON SHEET NO. 42 LEGEND: CEMENT CONCRETE SIDEWALK HMA SIDEWALK CEMENT CONCRETE DRIVEWAY CEMENT CONCRETE WHEELCHAIR RAMP MILL & OVERLAY HMA FULL DEPTH LOAM & SEED FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD18(PAVING_PLANS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 11+50 32 36 40 44 48 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 11+00 28 32 36 40 44 48 28 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 1.5% 4.0:1 12+00 28 32 36 40 44 48 28 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 41.2 41.17 40.7 40.70 LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LIBERTY HILL AVENUE APPLETON STREET REM. EX. SIDEWALK CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 23.90 ± SF FILL = 6.9 ± SF CUT = 3.2 ± SF FILL = 2.1 ± SF 0.5% R&R EXIST GRANITE CURB EXCAVATION TO REMOVE HMA CROSS SECTIONS LIBERTY HILL AVENUE 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 44 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 12+50 32 36 40 44 48 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 -40 -44 13+00 32 36 40 44 48 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 -40 -44 -48 -52 -56 0.5% 13+50 36 40 44 48 36 40 44 48 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 -40 -44 1.6% 40.6 40.56 41.0 40.97 41.7 41.73 LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE CUT = 0.9 ± SF FILL = 6.8 ± SF CUT = 4.8 ± SF FILL = 1.5 ± SF CUT = 17.9 ± SF FILL = 2.2 ± SF EXCAVATION TO REMOVE HMA EXCAVATION TO REMOVE HMA CROSS SECTIONS LIBERTY HILL AVENUE 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 45 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 14+00 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 1.5% 14+50 32 36 40 44 48 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 1.5% 15+00 38 40 44 48 52 38 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 20.0:1 2.0:1 1.5% 42.3 42.29 42.7 42.73 43.0 42.98 LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE CUT = 4.4 ± SF FILL = 0.0 ± SF CUT = 2.2 ± SF FILL = 0.1 ± SF CUT = 2.1 ± SF FILL = 0.3 ± SF CROSS SECTIONS LIBERTY HILL AVENUE 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 46 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 15+50 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 1.5% 16+00 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 14.8:1 16.1:1 32.8:1 86.9:1 47.6:1 16+50 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 42.9 42.91 42.7 42.71 42.3 42.32 -1.50% LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE 10.0:1 4.6:1 CUT = 9.1 ± SF FILL = 0.9 ± SF CUT = 15.7 ± SF FILL = 0.0 ± SF CUT = 0.9 ± SF FILL = 5.0 ± SF CROSS SECTIONS LIBERTY HILL AVENUE 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 47 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 17+00 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 17+50 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 18+00 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 42.1 42.13 42.3 42.31 42.6 42.57 LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CROSS SECTIONS LIBERTY HILL AVENUE 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 48 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 18+50 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 19+00 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 19+50 32 36 40 44 48 52 32 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 42.8 42.80 43.2 43.16 43.4 43.42 LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CROSS SECTIONS LIBERTY HILL AVENUE 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 49 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 20+00 32 36 40 44 48 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 20+50 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 21+00 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 43.7 43.66 43.9 43.93 44.2 44.17 LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CROSS SECTIONS LIBERTY HILL AVENUE 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 50 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 21+50 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 22+00 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 22+50 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 44.4 44.44 44.7 44.70 44.9 44.92 LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CROSS SECTIONS LIBERTY HILL AVENUE 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 51 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 23+00 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 23+50 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 24+00 32 36 40 44 48 52 32 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 44.8 44.84 44.4 44.44 43.8 43.83 LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CROSS SECTIONS LIBERTY HILL AVENUE 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 52 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 24+50 32 36 40 44 48 52 32 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 25+00 32 36 40 44 48 52 32 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 25+50 32 36 40 44 48 52 32 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 43.2 43.25 42.6 42.55 41.8 41.81 LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE 1.5% 4.0:1 1.5% 0.9% CUT = 2.9 ± SF FILL = 1.0 ± SF CUT = 10.8 ± SF FILL = 1.2 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CROSS SECTIONS LIBERTY HILL AVENUE 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 53 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 26+00 32 36 40 44 48 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 26+50 28 32 36 40 44 48 28 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 27+00 28 32 36 40 44 28 32 36 40 44 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 41.0 41.01 40.3 40.30 39.6 39.59 LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CROSS SECTIONS LIBERTY HILL AVENUE 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 54 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 27+50 28 32 36 40 44 28 32 36 40 44 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 28+00 28 32 36 40 44 28 32 36 40 44 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 28+50 24 28 32 36 40 24 28 32 36 40 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 38.5 38.48 36.0 36.04 33.2 33.19 LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE LAYOUT LINE CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CROSS SECTIONS LIBERTY HILL AVENUE 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 55 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 29+00 20 24 28 32 36 20 24 28 32 36 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 29+50 20 24 28 32 36 20 24 28 32 36 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 30+00 20 24 28 32 20 24 28 32 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 29.8 29.80 27.2 27.23 25.6 25.61 LAYOUT LINE LAYOUT LINE LAYOUT LINE CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CROSS SECTIONS LIBERTY HILL AVENUE 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 56 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 30+50 16 20 24 28 32 16 20 24 28 32 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 24.4 24.44 CUT = 0.0 ± SF FILL = 0.0 ± SF CROSS SECTIONS LIBERTY HILL AVENUE 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 57 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 42+00 28 32 36 40 44 28 32 36 40 44 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 -40 -44 -48 -52 -56 41+00 24 28 32 36 40 24 28 32 36 40 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 41+50 24 28 32 36 40 24 28 32 36 40 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 34.2 34.18 34.6 34.55 35.4 35.41 LAYOUT LINE LAYOUT LINE CUT = 0.5 ± SF FILL = 0.5 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CROSS SECTIONS APPLETON STREET 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 58 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 42+50 32 36 40 44 48 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 40 44 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 -40 -44 -48 -52 -56 43+00 32 36 40 44 48 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 -40 -44 -48 -52 -56 0.3% 37.9 37.94 40.7 40.67 LAYOUT LINE LAYOUT LINE LAYOUT LINE CUT = 16.2 ± SF FILL = 2.6 ± SF CUT = 4.1 ± SF FILL = 1.2 ± SF CROSS SECTIONS APPLETON STREET 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 59 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 45+50 32 36 40 44 48 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 45+00 32 36 40 44 48 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 0.5% 46+00 32 36 40 44 48 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 40.6 40.59 41.1 41.10 41.2 41.16 LAYOUT LINE LAYOUT LINE LAYOUT LINE CUT = 0.0 ± SF FILL = 0.0 ± SF CUT = 6.7 ± SF FILL = 0.0 ± SF CUT = 9.1 ± SF FILL = 2.8 ± SF CROSS SECTIONS APPLETON STREET 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 60 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743 ---PAGE BREAK--- 51+00 32 36 40 44 48 32 36 40 44 48 0 4 8 12 16 20 24 28 32 36 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 51+50 36 40 44 48 36 40 44 48 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 0 -4 -8 -12 -16 -20 -24 -28 -32 -36 -40 -44 -48 -52 -56 8.8% 0.6% 6.7% 8.3% 3.1%3.2% 19.8:1 21.4:1 40.7 40.73 41.9 41.93 5.00% -1.50% LAYOUT LINE CUT = 12.9 ± SF FILL = 15.2 ± SF CUT = 0.0 ± SF FILL = 0.0 ± SF CROSS SECTIONS NURSERY STREET 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 61 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 61 STATE MA PROJECT FILE NO. - 608743_HD10(CROSS_SECTIONS).DWG 31-Dec-2019 2:00 PM Plotted on SALEM BATES ELEMENTARY SCHOOL 608743