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LENGTH OF PROJECT = 5,306 FEET = 1.005 MILES FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS VOLUME 2 - SALEM PEDESTRIAN / BICYCLE FACILITY UPGRADES 44 STATE MA PROJECT FILE NO. 608732 14 TITLE SHEET & INDEX DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION APPROVED: DIVISION ADMINISTRATOR DATE DATE CHIEF ENGINEER DATE RECOMMENDED FOR APPROVAL APPROVED HIGHWAY ADMINISTRATOR 9_608732_SALEM HD1 (TITLE SHEET&INDEX).DWG 11-Sep-2017 5:07 PM Plotted on DATE DESCRIPTION REV # VOLUME 2 INDEX SHEET NO. DESCRIPTION 14 TITLE SHEET & INDEX 15 GENERAL NOTES, LEGEND & ABBREVIATIONS 16 KEY PLAN 17-22 TRAFFIC SIGNS & PAVEMENT MARKING PLANS 23 TRAFFIC SIGN SUMMARY 24 TEMPORARY TRAFFIC CONTROL PLAN 25 CONSTRUCTION DETAILS 500' 0 500' SCALE 1" = 500' 1000' N SALEM 114 gnGroup TooleDes PLANNING ENGINEERING [PHONE REDACTED] 2 OLIVER STREEET, SUITE 305 BOSTON, MASSACHUSETTS 02109 PROJECT BEGIN STA 48+00 N 3014455.5674 E [PHONE REDACTED] PROJECT END STA 23+40.73 N 3017172.9317 E [PHONE REDACTED] NORMAN STREET NORTH STREET WASHINGTON STREET DESIGN DESIGNATION STREET WASHINGTON STREET NORMAN STREET NORTH STREET/ SUMMER STREET DESIGN SPEED 30 MPH 30 MPH 30 MPH ADT (CURRENT YEAR) 18,500 vpd (2010) 17,500 vpd (2017) 23,000 (2010) ADT (DESIGN YEAR) 19,000 vpd (2010) 17,500 vpd (2017) 23,500 (2017) K 7% 8% 4% D 61% 60% 54% T (PEAK HOUR) N/A N/A N/A T (AVERAGE DAY) N/A N/A N/A DHV 1,460 vph 1,400 vph 1,780 vph DDHV 895 vph 835 vph 970 vph FUNCTIONAL CLASSIFICATION PRINCIPAL ARTERIAL URBAN PRINCIPAL ARTERIAL URBAN PRINCIPAL ARTERIAL SUMMER STREET PROJECT BEGIN STA 30+00 N 3015085.2572 E [PHONE REDACTED] PROJECT END STA 68+89.06 N 3016528.0818 E [PHONE REDACTED] PROJECT BEGIN STA 1+00 N 3015027.1126 E [PHONE REDACTED] PROJECT END STA 39+73.90 N 3014968.6369 E [PHONE REDACTED] THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED JULY 1, 2015, THE DECEMBER 2016 CONSTRUCTION STANDARD DETAILS, THE 2015 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS WTH 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. S-1-19 BRIDGE S-1-17 BRIDGE S-1-18 BRIDGE S-1-1 BRIDGE S-1-17 BRIDGE NORTH RIVER SALEM-PEABODY FREIGHT LINE PROJECT LOCATION NEWBURYPORT ROCKPORT LINE HSI-003S(104)X ---PAGE BREAK--- 10_608732_SALEM HD2 (LEGEND&ABBREVIATIONS).DWG 11-Sep-2017 5:07 PM Plotted on FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS VOLUME 2 - SALEM PEDESTRIAN / BICYCLE FACILITY UPGRADES 44 STATE MA PROJECT FILE NO. GENERAL NOTES, LEGEND & ABBREVIATIONS 608732 15 PAVEMENT MARKINGS SYMBOLS EXISTING PROPOSED DESCRIPTION PAVEMENT ARROW - WHITE LEGEND "ONLY" - WHITE 12" STOP LINE CROSSWALK 6" SOLID WHITE LINE 6" SOLID YELLOW LINE 6" BROKEN WHITE LINE 6" BROKEN YELLOW LINE 6" DOTTED WHITE LINE LINE, 6' GAP) 6" DOTTED YELLOW LINE LINE, 6' GAP) 6" DOTTED WHITE LINE EXTENSION LINE, 6' GAP) 6" DOTTED YELLOW LINE EXTENSION LINE, 6' GAP) 6" DOUBLE WHITE LINE 6" DOUBLE YELLOW LINE 8" SOLID WHITE CHANNELIZATION LINE 8" SOLID YELLOW CHANNELIZATION LINE SHARED LANE MARKING SYMBOL BIKE LANE MARKING SYMBOL BIKE LANE YIELD LINE BIKE DETECTOR SYMBOL BICYCLE BOX SYMBOL HIGH FRICTION GREEN COLORED PAVEMENT SIGN POST ABBREVIATIONS GENERAL AADT ANNUAL AVERAGE DAILY TRAFFIC APPROX. APPROXIMATE BE BEGIN ERADICATION BL BASELINE BLDG BUILDING BO BY OTHERS CB CATCH BASIN CBCI CATCH BASIN WITH CURB INLET CL CENTERLINE CONT CONTINUOUS CONST CONSTRUCTION DHV DESIGN HOURLY VOLUME DWY DRIVEWAY EOP EDGE OF PAVEMENT EE END ERADICATION ES ERADICATE SYMBOL EXIST (or EX) EXISTING HOR HORIZONTAL HYD HYDRANT L LENGTH OF CURVE LP LIGHT POLE LT LEFT MAX MAXIMUM MH MANHOLE MHB MASSACHUSETTS HIGHWAY BOUND MIN MINIMUM NIC NOT IN CONTRACT NO. NUMBER O.C. ON CENTER PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION POC POINT ON CURVE POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE PROJ PROJECT PROP PROPOSED PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY PVMT PAVEMENT R RADIUS OF CURVATURE R&D REMOVE AND DISPOSE RD ROAD RDWY ROADWAY REM REMOVE RET RETAIN ROW RIGHT OF WAY RR RAILROAD R&R REMOVE AND RESET R&S REMOVE AND STACK RT RIGHT ST STREET STA STATION SSD STOPPING SIGHT DISTANCE SHLO STATE HIGHWAY LAYOUT LINE SW SIDEWALK T TANGENT DISTANCE OF CURVE/TRUCK % TAN TANGENT TEMP TEMPORARY TYP TYPICAL UP UTILITY POLE VAR VARIES VERT VERTICAL VC VERTICAL CURVE WCR WHEEL CHAIR RAMP DBYL DBWL BWL SWL CW SL DYLEx DWLEx DYL BYL DWL SYL GENERAL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, RULES, REGULATIONS AND SAFETY CODES IN THE CONSTRUCTION OF ALL IMPROVEMENTS. SIGN AND STRIPING WORK SHALL ALSO MEET ALL APPLICABLE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. CURBLINES, DRIVEWAYS, BUILDINGS, PROPERTY LINES, AND CITY LAYOUT LINES WERE PROVIDED BY THE CITY OF SALEM'S GIS DEPARTMENT IN MAY 2016. CITY LAYOUT ACCEPTANCE DATES AND WIDTHS WERE PROVIDED BY THE CITY OF SALEM'S MAYOR'S OFFICE. 3. THE CONTRACTOR SHALL VERIFY BASE MAPPING IN THE FIELD PRIOR TO PLACING STRIPING OR SYMBOLS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO START OF WORK. WHEN THESE PLANS ARE IN CONFLICT WITH ACTUAL SITE CONDITIONS, PROPOSED STRIPING MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER. 4. PARKING AREAS SHOWN ARE APPROXIMATE LIMITS OF PARKING BASED UPON EXISTING SIGNED REGULATIONS. NOT ALL DRIVEWAYS ARE SHOWN ON THE DRAWINGS. 5. SIGNS, PAVEMENT MARKINGS, STREET FURNITURE AND FIRE HYDRANTS SHOWN ON THE DRAWINGS ARE BASED UPON FIELD OBSERVATIONS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND NOTE ANY DISCREPANCIES TO THE ENGINEER. 6. MARKED CROSSWALKS SHOWN ON THE DRAWINGS ARE APPROXIMATE AND NOT ALL CROSSWALKS ARE SHOWN. 7. ALL PAVEMENT CONDITIONS MUST BE ACCEPTABLE TO THE ENGINEER. 8. ALL PAVEMENT MARKINGS ARE THERMOPLASTIC UNLESS OTHERWISE NOTED. 9. TEXT, ARROWS, BICYCLE LANE SYMBOLS AND SHARED LANE MARKING SYMBOLS SHALL BE WHITE. LONGITUDINAL LOCATIONS FOR BICYCLE LANE SYMBOLS AND SHARED LANE MARKINGS ARE APPROXIMATE UNLESS DIMENSIONS GIVEN. SEE DRAWINGS FOR SYMBOL LOCATIONS. 10. IF PROPOSED PAVEMENT MARKINGS ARE SHOWN IN THE AREA OF EXISTING PAVEMENT MARKINGS, ERADICATE ANY CONFLICTING MARKINGS USING AN APPROVED METHOD SUCH THAT NO TRACES OF EXISTING MARKINGS ARE SHOWN. THE CONTRACTOR SHALL NOT INSTALL NEW PAVEMENT MARKINGS WITHOUT ERADICATING EXISTING PAVEMENT MARKINGS FIRST. 11. STRIPING PLANS SHOW SIGNING ASSOCIATED WITH BICYCLE LANES AND SHARED LANE MARKINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL PROPOSED SIGNS AND ANY MODIFICATIONS TO EXISTING SIGNS. 13. THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT ALL WALKS, GRADING, SIDEWALKS, AND FEATURES OUTSIDE OF THE LIMITS OF WORK AND SHALL REPAIR AND REPLACE OR OTHERWISE MAKE GOOD AS DIRECTED BY THE ENGINEER OR OWNER'S DESIGNATED REPRESENTATIVE ANY SUCH OR OTHER DAMAGE SO CAUSED AT NO ADDITIONAL COST. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION DUE TO CENTERLINE SHIFTS OF ANY IN-STREET PEDESTRIAN CROSSING SIGNS. 15. ALL EXISTING PEDESTRIAN RAMP LOCATIONS SHOWN ARE APPROXIMATE. EXISTING PEDESTRIAN RAMPS HAVE NOT BEEN REVIEWED FOR ADA COMPLIANCE. 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 LIMIT OF EDGE OF PAVEMENT OR COLD PLANE AND OVERLAY BANK OF RIVER OR STREAM BORDER OF WETLAND 100 FT WETLAND BUFFER 200 FT RIVERFRONT BUFFER STATE HIGHWAY LAYOUT TOWN OR CITY LAYOUT COUNTY LAYOUT RAILROAD SIDELINE TOWN OR CITY BOUNDARY LINE PROPERTY LINE OR APPROXIMATE PROPERTY LINE EASEMENT COMPOST FILTER TUBE JB CB FP GP MB WELL EHH GG BHL # MW # TP # MHB TPL or GUY UFB UPDL ULT UPL WG PM HSI-003S(104)X ---PAGE BREAK--- 11_608732_SALEM HD3 (KEY PLAN).DWG 11-Sep-2017 5:08 PM Plotted on FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 44 STATE MA PROJECT FILE NO. 608732 16 150 SCALE: 1" = 150' 0 300 450 600 VOLUME 2 - SALEM PEDESTRIAN / BICYCLE FACILITY UPGRADES KEY PLAN TRAFFIC SIGNS & PAVEMENT MARKING PLANS X LEGEND HSI-003S(104)X ---PAGE BREAK--- NO RIGHT TURN ON RED LEFT TURN ON GREEN YIELD 31 2 3 4 5 6 1+00 30+00 C5 L1 NORMAN STREET PROJECT BEGIN STA 30+00 N3015085.2572 E818295.4689 NORTH STREET/ SUMMER STREET PROJECT BEGIN STA 1+00 N3015027.1126 E818346.9399 SUMMER STREET (RT 114) ESSEX STREET SWL 1' OFFSET, TYP. INFILL CROSSWALK STRIPING, TYP. (SEE DETAIL) SYL SYL SHARED LANE MARKING, TYP. (SEE DETAIL) BICYCLE LANE SYMBOL, TYP. (SEE DETAIL) R=10' 22' 7' 5' 10.5' SWL DBYL CHESTNUT STREET SUMMER STREET W11-2 W16-7PL DBYL 21.2' 10.5' 5' 11' (TYP.) 26.4' 11.5' 12' 5.9' 5.7' R1-6 R1-6 R10-15BPR (MNT ON EX POST) R4-11 W11-2 W16-7PL W11-2 W16-7PR (MNT ON EX POST) 18.5' 10.5' 5' 19.6' CITY LAYOUT (1850) CITY LAYOUT (1850) BE EE NORMAN STREET SWL DBYL DBYL 10' BIKE CROSS (SEE DETAIL) 10' 4' 6' 4' EE BE EE SWL DWLEx DWLEx BE EE 6' STA:2+06.51 OFFSET: 1.63' LT STA:2+41.61 OFFSET: 0.60' LT STA:3+21.78 OFFSET: 1.04' LT STA:4+05.65 OFFSET: 0.52' RT STA:3+70.37 OFFSET: 0.59' LT STA:4+90.95 OFFSET: 1.12' RT STA:5+53.19 OFFSET: 0.04' LT STA:5+79.16 OFFSET: 1.24' RT STA:6+55.86 OFFSET: 0.86' RT STA:5+81.71 OFFSET: 6.41' LT STA:5+49.42 OFFSET: 0.30' LT STA:5+13.51 OFFSET: 10.27' LT STA:5+57.91 OFFSET: 11.98' LT STA:5+80.13 OFFSET: 18.65' LT STA:5+79.38 OFFSET: 22.67' LT STA:6+04.61 OFFSET: 22.59' LT STA:6+20.19 OFFSET: 22.56' LT STA:2+39.82 OFFSET: 23.09' RT STA:2+27.61 OFFSET: 19.98' RT STA:2+17.08 OFFSET: 26.26' RT STA:2+41.75 OFFSET: 11.60' LT STA:2+02.41 OFFSET: 12.75' LT DWLEx R&R NO PARKING SIGN NORTH STREET+SUMMER STREET CONSTRUCTION BASELINE DATA NUMBER L1 C1 L2 C2 L3 C3 L4 C4 STARTING STATION 1+00.00 11+26.18 11+47.28 14+56.06 14+59.43 15+73.35 17+98.48 22+15.74 NORTHING 3015027.[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].203 EASTING 818346.940 818240.683 818239.608 818240.161 818240.195 818242.318 818193.681 817981.615 CURVE DATA R=200.00' ǻ L=21.10' T=10.56' R=200.00' ǻ L=3.37' T=1.68' R=512.77' ǻ L=225.12' T=114.40' R=635.52' ǻ L=124.99' T=62.70' LINE DATA 1026.18' 308.78' 113.93' 417.26' ENDING STATION 11+26.18 11+47.28 14+56.06 14+59.43 15+73.35 17+98.48 22+15.74 23+40.73 NORTHING 3016047.[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].932 EASTING 818240.683 818239.608 818240.161 818240.195 818242.318 818193.681 817981.615 817907.945 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 44 STATE MA PROJECT FILE NO. SUMMER STREET TRAFFIC SIGN & PAVEMENT MARKING PLAN 17 CONTINUED ON SHEET NO. 18 12_608732_SALEM HD4 (PAVEMENTMARKINGS&SIGNS).DWG 11-Sep-2017 5:08 PM Plotted on 20 SCALE: 1" = 20' 0 50 100 N CONTINUED ON SHEET NO. 20 608732 VOLUME 2 - SALEM PEDESTRIAN / BICYCLE FACILITY UPGRADES CONSTRUCTION NOTES 1. SEE SHEET 15 FOR GENERAL NOTES, LEGEND & ABBREVIATIONS. 2. SEE SHEET 23 FOR TRAFFIC SIGN SUMMARY. 3. SEE SHEET 25 FOR CONSTRUCTION DETAILS. 4. ALL EXISTING SIGNS ARE TO BE RETAINED UNLESS OTHERWISE NOTED. 5. ALL EXISTING CROSSWALKS ARE TO BE RETAINED. HSI-003S(104)X ---PAGE BREAK--- NO RIGHT STOP HERE ON RED NO STANDING TOW ZONE $100 FINE 450 450W 451 455 455W NO STANDING TOW ZONE $100 FINE 456 465 THRU TRAFFIC RIGHT MERGE 7 8 9 10 11 12 C1 SYL SYL DWLEx SWL SWL (125') PAVEMENT MARKING SYMBOL, TYP. (SEE DETAIL) BWL DBYL (55') SWL DBYL SWL DWLEx BIKECROSS (SEE DETAIL), TYP. SWL DBYL DBYL BICYCLE LANE SYMBOL, TYP. (SEE DETAIL) SYL SYL R10-15BPR (MNT ON EX POST) 11' 10.5' 10' 10' 5' 5.1' 10.5' 4.5' 10' 10' 5.5' 5.5' SWL NORTH STREET LYNDE STREET FEDERAL STREET 10' 10' 5' 11' R10-15BPR CITY LAYOUT (1829) CITY LAYOUT (1829) BE ES ES ES ES ES ES ES ERADICATE EX TYP. ES ES ES ES EE EE EE BE BE EE BE EE BE BE EE EE 25' TYP 32' TYP INFILL CROSSWALK STRIPING (TYP), SEE DETAIL ESSEX STREET R3-17 R3-17b 4' SWL 6' EE EE EE BE BE SHARED LANE MARKING, TYP. (SEE DETAIL) DWLEx DWLEx STA:6+55.86 OFFSET: 0.86' RT STA:6+20.19 OFFSET: 22.56' LT STA:6+56.83 OFFSET: 17.06' LT STA:6+93.25 OFFSET: 20.31' LT STA:7+05.02 OFFSET: 4.11' RT STA:7+07.35 OFFSET: 11.41' LT STA:9+53.69 OFFSET: 1.36' RT STA:9+02.80 OFFSET: 6.27' RT STA:8+58.02 OFFSET: 6.08' RT STA:8+02.79 OFFSET: 6.44' RT STA:8+30.94 OFFSET: 0.86' LT STA:9+04.70 OFFSET: 0.89' RT STA:10+79.60 OFFSET: 0.93' RT STA:11+09.61 OFFSET: 1.04' RT STA:11+51.17 OFFSET: 0.33' LT STA:11+63.00 OFFSET: 1.03' LT STA:11+96.78 OFFSET: 3.16' LT STA:11+35.20 OFFSET: 19.58' LT STA:8+02.55 OFFSET: 16.43' RT STA:8+58.16 OFFSET: 16.08' RT STA:10+30.77 OFFSET: 16.79' RT STA:12+35.08 OFFSET: 8.97' RT STA:11+82.47 OFFSET: 8.05' RT STA:11+51.77 OFFSET: 9.65' RT STA:11+09.31 OFFSET: 11.04' RT STA:10+79.62 OFFSET: 9.74' LT STA:12+40.33 OFFSET: 32.65' LT STA:10+41.02 OFFSET: 16.35' RT STA:10+47.48 OFFSET: 17.61' RT RET CW LEFT TURN ON GREEN YIELD NO RIGHT TURN ON RED STOP HERE ON RED 13 14 15 16 17 18 L2 C2 L3 C3 BRIDGE STREET 10' DWLEx DWL BICYCLE LANE SYMBOL, TYP. (SEE DETAIL) SYL 1' OFFSET, TYP. BWL SYL SYL SWL DWLEx SWL BIKECROSS, TYP. (SEE DETAIL) SWL SWL SYL SYL DWLEx SWL SWL SWL SYL SYL DWLEx SWL SWL DWLEx ROSS (SEE TYP. 11.2' SWL 10' 10' 5' 11' 10.5' TYP. 10.5' TYP. 10.5' TYP. 10.5' TYP. VARIES 5.0'-6.4' VARIES 5.8'-6.4' R10-15BPR NORTH STREET BRIDGE STREET RAMP BRIDGE STREET OFF-RAMP 5.1' CITY LAYOUT (1829) CITY LAYOUT (1829) EE EE EE BE EE BE BE BE BE EE EE BE 1' OFFSET 5' DWLEx DWLEx DWLEx EE BE BE SWL DWL STA:12+35.00 OFFSET: 1.03' LT STA:12+42.13 OFFSET: 0.63' LT STA:12+35.08 OFFSET: 8.97' RT 7 5' RT STA:12+40.33 OFFSET: 32.65' LT STA:13+03.79 OFFSET: 21.49' RT STA:12+50.86 OFFSET: 32.42' LT STA:13+63.47 OFFSET: 25.46' LT STA:13+86.99 OFFSET: 30.05' LT STA:14+52.93 OFFSET: 24.07' LT STA:17+72.91 OFFSET: 25.43' RT STA:17+32.95 OFFSET: 26.21' RT STA:17+34.73 OFFSET: 47.28' RT STA:17+24.01 OFFSET: 37.08' RT FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 44 STATE MA PROJECT FILE NO. 608732 18 CONTINUED BELOW 12_608732_SALEM HD4 (PAVEMENTMARKINGS&SIGNS).DWG 11-Sep-2017 5:08 PM Plotted on 20 SCALE: 1" = 20' 0 50 100 N N CONTINUED ON SHEET NO. 17 CONTINUED ON SHEET NO. 19 CONTINUED ABOVE NORTH STREET TRAFFIC SIGN & PAVEMENT MARKING PLAN VOLUME 2 - SALEM PEDESTRIAN / BICYCLE FACILITY UPGRADES CONSTRUCTION NOTES 1. SEE SHEET 15 FOR GENERAL NOTES, LEGEND & ABBREVIATIONS. 2. SEE SHEET 17 FOR CONSTRUCTION BASELINE DATA. 3. SEE SHEET 23 FOR TRAFFIC SIGN SUMMARY. 4. SEE SHEET 25 FOR CONSTRUCTION DETAILS. 5. ALL EXISTING SIGNS ARE TO BE RETAINED UNLESS OTHERWISE NOTED. 6. ALL EXISTING CROSSWALKS ARE TO BE RETAINED. HSI-003S(104)X ---PAGE BREAK--- NO LEFT TURN 18 19 20 21 22 23 23+40.73 L4 C4 NORTH STREET/ SUMMER STREET PROJECT END STA 23+40.73 N3017172.9317 E817907.9449 BWL SWL SYL SYL BWL SWL SWL VARIES 5.6'-7.0' 10.5' (TYP.) 10.5' (TYP.) 10.5' (TYP.) 10.5' (TYP.) VARIES 5.5'-6.3' 5' 5.6' R3-17 (MNT ON EX POST) BIKECROSS (SEE DETAIL) R3-17 R3-17b CITY LAYOUT (1829) CITY LAYOUT (1829) EE EE EE EE 1' OFFSET DWLEx DWLEx SHARED LANE MARKING, TYP. (SEE DETAIL) STA:22+32.07 OFFSET: 24.20' RT STA:22+80.15 OFFSET: 22.00' RT STA:22+62.49 OFFSET: 24.28' LT STA:22+25.41 OFFSET: 13.84' LT FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 44 STATE MA PROJECT FILE NO. 608732 19 12_608732_SALEM HD4 (PAVEMENTMARKINGS&SIGNS).DWG 11-Sep-2017 5:08 PM Plotted on 20 SCALE: 1" = 20' 0 50 100 N CONTINUED ON SHEET NO. 18 NORTH STREET TRAFFIC SIGN & PAVEMENT MARKING PLAN VOLUME 2 - SALEM PEDESTRIAN / BICYCLE FACILITY UPGRADES CONSTRUCTION NOTES 1. SEE SHEET 15 FOR GENERAL NOTES, LEGEND & ABBREVIATIONS. 2. SEE SHEET 17 FOR CONSTRUCTION BASELINE DATA. 3. SEE SHEET 23 FOR TRAFFIC SIGN SUMMARY. 4. SEE SHEET 25 FOR CONSTRUCTION DETAILS. 5. ALL EXISTING SIGNS ARE TO BE RETAINED UNLESS OTHERWISE NOTED. 6. ALL EXISTING CROSSWALKS ARE TO BE RETAINED. HSI-003S(104)X ---PAGE BREAK--- RESERVED PARKING CAUTION X-WALK AHEAD 31 32 33 34 L5 CROMBIE STREET SWL SWL DBYL 7' 5' 10.5' DYLEx DBYL SWL 12' 11.5' INFILL CROSSWALK STRIPING, TYP. (SEE DETAIL) HOLYOKE SQUARE NORMAN STREET DBYL 11.5' 11.5' 12' R4-11 (MNT ON EX POST) SHARED LANE MARKING, TYP. (SEE DETAIL) R1-6 R1-6 W11-2 W16-7PL W11-2 W16-7PL 20' 10' O.C. 7.4' R7-1L CITY LAYOUT (1789) CITY LAYOUT (1789) CITY LAYOUT (1789) CITY LAYOUT (1789) SWL BE EE BE ES ES PAVEMENT MARKING SYMBOL, TYP. (SEE DETAIL) 25' 3' 6' 10' 5' 8' SWL SWL 10' O.C. SWL SWL SWL BICYCLE LANE SYMBOL, TYP. (SEE DETAIL) DWLEx DWLEx BIKECROSS, TYP. (SEE DETAIL) 6.6' 5.1' 6' 5.8' DWLEx DWLEx 98' RT STA:34+45.00 OFFSET: 8.01' RT O STA:32+42.70 OFFSET: 16.00' RT STA:32+62.26 OFFSET: 12.18' LT STA:32+71.42 OFFSET: 10.59' RT STA:33+34.40 OFFSET: 8.99' RT STA:34+09.05 OFFSET: 17.14' LT STA:33+44.95 OFFSET: 14.73' RT STA:33+34.29 OFFSET: 1.20' LT DWLEx DWLEx R1-6 RESERVED PARKING DO NOT INTERSECTION BLOCK DO NOT INTERSECTION BLOCK DO NOT INTERSECTION BLOCK 35 36 37 38 C6 SWL SWL SWL SWL SYL 1' OFFSET RIGHT TURN BICYCLE LANE SYMBOL INFILL CROSSWALK STRIPING, SEE DETAIL PARKING STRIPING TYP. (SEE DETAIL) SWL SWL DBYL 7' 5' 10.5' 10' 10' 6' R1-6 W11-2 W16-7PL W11-2 W16-7PL R10-15BPR MARGIN STREET NORMAN STREET CITY LAYOUT (1789) CITY LAYOUT (1789) SWL SWL EE EE ES ES EE BE ES ES ES SWL BICYCLE LANE SYMBOL, TYP. (SEE DETAIL) SYL SYL SWL SWL SWL DWLEx DWLEx DWLEx BIKECROSS, TYP. (SEE DETAIL) R4-4 (MNT ON EX POST) DWLEx DWLEx DWLEx DWLEx DWLEx DWLEx STA:34+45.00 OFFSET: 8.01' RT STA:34+93.50 OFFSET: 8.43' RT STA:35+12.00 OFFSET: 11.91' LT STA:35+67.16 OFFSET: 12.41' LT STA:35+36.08 OFFSET: 14.80' RT STA:36+20.95 OFFSET: 13.23' RT STA:36+71.56 OFFSET: 12.53' RT STA:36+27.26 OFFSET: 3.42' LT STA:36+26.92 OFFSET: 13.42' LT STA:36+80.14 OFFSET: 23.44' LT STA:36+82.12 OFFSET: 13.65' RT STA:37+49.98 OFFSET: 32.66' LT STA:37+46.60 OFFSET: 21.03' RT O STA:55+07.09 OFFSET: 18.18' LT STA:54+42.41 OFFSET: 25.25' LT DBYL DBYL NORMAN STREET CONSTRUCTION BASELINE DATA NUMBER C5 L5 C6 L6 STARTING STATION 30+00.00 31+30.81 36+36.28 39+10.21 NORTHING 3015085.[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].742 EASTING 818295.433 818423.465 818927.771 819186.689 CURVE DATA R=332.28' ǻ L=130.81' T=66.26' R=1208.00' ǻ L=273.93' T=137.56' LINE DATA 505.47' 63.69' ENDING STATION 31+30.81 36+36.28 39+10.21 39+73.90 NORTHING 3015107.[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].637 EASTING 818423.465 818927.771 819186.689 819248.035 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 44 STATE MA PROJECT FILE NO. 608732 20 CONTINUED BELOW 12_608732_SALEM HD4 (PAVEMENTMARKINGS&SIGNS).DWG 11-Sep-2017 5:09 PM Plotted on 20 SCALE: 1" = 20' 0 50 100 N CONTINUED ON SHEET NO. 17 CONTINUED ON SHEET NO. 21 CONTINUED ABOVE N NORMAN STREET TRAFFIC SIGN & PAVEMENT MARKING PLAN VOLUME 2 - SALEM PEDESTRIAN / BICYCLE FACILITY UPGRADES CONSTRUCTION NOTES 1. SEE SHEET 15 FOR GENERAL NOTES, LEGEND & ABBREVIATIONS. 2. SEE SHEET 23 FOR TRAFFIC SIGN SUMMARY. 3. SEE SHEET 25 FOR CONSTRUCTION DETAILS. 4. ALL EXISTING SIGNS ARE TO BE RETAINED UNLESS OTHERWISE NOTED. 5. ALL EXISTING CROSSWALKS ARE TO BE RETAINED. HSI-003S(104)X ---PAGE BREAK--- ST HOUR 4 PARKING HOUR 4 PARKING HOUR 4 PARKING HOUR 4 PARKING HOUR 4 PARKING HOUR 4 PARKING HOUR 4 PARKING HOUR 4 PARKING HOUR 4 PARKING HOUR 4 PARKING NO U TURN KEEP RIGHT 58 59 60 61 62 63 64 L9 PARKING S TYP. (SEE SWL SWL SWL SWL SWL SWL SWL SWL SWL SWL SWL SWL SWL SWL DWLEx DWLEx DWLEx DWLEx SWL SWL SWL BICYCLE LANE SYMBOL, TYP. (SEE DETAIL) CROSSWALK STRIPING, TYP. (SEE DETAIL) DBYL DBYL SYL SYL PARKING STRIPING, TYP. (SEE DETAIL) BIKECROSS, TYP. (SEE DETAIL) DWLEx DWLEx 7' 5' 10.5' 12.5' 5' 5' 7' 7' 5' 10.5' 5' 7' 19.2' R= 15' 7' 5' 10.3' (VAR) 10' 5' 7' 25.3' 6' 5' 11' 10' 5' 7' 1' OFFSET 11' (VAR) 5' 5' SWL CHURCH STREET LYNDE STREET WASHINGTON STREET ESSEX STREET W11-2 W16-7PL W11-2 W16-7PL 6.2' 10.3' 10' 12.4' 5.2' R1-6 23.8' T (1839) CITY LAYOUT (1839) CITY LAYOUT (1839) CITY LAYOUT (1839) CITY LAYOUT (1839) CITY LAYOUT (1839) CITY LAYOUT (1839) CITY LAYOUT (1839) R=2.5' R=2.5' S ES ES ES BE EE ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES BE 0.5' OFFSET R1-6 REM R7-1L R&R STA:58+39.82 OFFSET: 17.94' RT STA:58+47.79 OFFSET: 26.40' RT STA:58+70.72 OFFSET: 20.50' RT STA:58+71.38 OFFSET: 27.82' RT STA:59+18.99 OFFSET: 11.92' LT STA:59+28.91 OFFSET: 17.88' LT STA:59+38.71 OFFSET: 17.39' RT STA:60+05.69 OFFSET: 13.75' RT STA:60+42.78 OFFSET: 16.60' LT STA:60+79.28 OFFSET: 13.38' RT STA:62+85.66 OFFSET: 18.61' LT STA:63+29.30 OFFSET: 14.28' RT STA:63+42.75 OFFSET: 9.80' RT STA:63+74.49 OFFSET: 11.46' RT STA:64 OFFSE STA:61+38.23 OFFSET: 13.32' RT BICYCLE STOP GREEN ON LINE FOR RIGHT TURN ON RED AFTER STOP ANY TIME 465 NO STANDING TOW ZONE $100 FINE HOUR 4 PARKING HOUR 4 PARKING BICYCLE STO GREEN ON LINE FOR NO TURN ON RED ANY TIME 451 NO STANDING TOW ZONE $100 FINE 465 NO STANDING TOW ZONE $100 FINE 450 455 456 459 HOUR 4 PARKING HOUR 4 PARKING YIELD ANY TIME 64 65 66 67 68 68+89.06 WASHINGTON STREET PROJECT END STA 68+89.06 N3016528.0818 E818974.0677 WASHINGTON STREET FEDERAL STREET FEDERAL STREET BRIDGE STREET 31.1' 6' 6.6' 20' 10' 6' 11.6' 11' SWL SWL SWL SWL SWL SWL SWL SWL SWL 23.5' DWLEx DWLEx DWLEx DWLEx DWLEx PARKING STRIPING, TYP. (SEE DETAIL) BICYCLE LANE SYMBOL, TYP. (SEE DETAIL) PAVEMENT MARKING SYMBOL, TYP. (SEE DETAIL) SWL SWL SWL SWL SWL SWL SWL INFILL CROSSWALK STRIPING, TYP. (SEE DETAIL) SYL SYL DBYL BIKECROSS, TYP. (SEE DETAIL) 5' 7' 5' 10.5' 1' OFFSET, TYP. 7' 5' 10.5' 10.5' 10' 12' 10' 5' 5' 7' 1.2' 13.9' 5.1' R4-4 R3-17 R7-1L CITY LAYOUT (1839) CITY LAYOUT (1839) CITY LAYOUT (1839) CITY LAYOUT (1839) CITY LAYOUT (1839) ES ES ES ES ES ES ES EE BE BE EE BE EE BE ES ES ES ES BE BE EE BE EE DWLEx DWLEx SWL DWLEx DWLEx DWLEx RT STA:64+11.71 OFFSET: 19.41' LT STA:64+94.20 OFFSET: 14.86' LT STA:64+87.21 OFFSET: 20.84' RT STA:65+14.55 OFFSET: 21.93' RT STA:64+94.44 OFFSET: 4.86' LT STA:65+09.13 OFFSET: 20.64' LT STA:65+53.27 OFFSET: 24.91' RT STA:65+87.74 OFFSET: 27.59' RT STA:65+30.99 OFFSET: 17.08' LT STA:65+84.79 OFFSET: 21.65' LT STA:66+83.94 OFFSET: 29.28' LT STA:67+04.62 OFFSET: 26.76' LT STA:67+33.29 OFFSET: 23.17' LT STA:67+33.76 OFFSET: 48.85' LT STA:67+03.52 OFFSET: 35.88' LT STA:66+60.43 OFFSET: 33.22' RT STA:65+94.64 OFFSET: 28.12' RT STA:65+62.63 OFFSET: 45.39' RT STA:67+88.73 OFFSET: 52.49' LT STA:67+96.44 OFFSET: 35.94' RT FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 44 STATE MA PROJECT FILE NO. HSI-003S(104)X 608732 22 CONTINUED BELOW 12_608732_SALEM HD4 (PAVEMENTMARKINGS&SIGNS).DWG 11-Sep-2017 5:09 PM Plotted on 20 SCALE: 1" = 20' 0 50 100 CONTINUED ABOVE CONTINUED ON SHEET NO. 21 WASHINGTON STREET TRAFFIC SIGN & PAVEMENT MARKING PLAN N N VOLUME 2 - SALEM PEDESTRIAN / BICYCLE FACILITY UPGRADES CONSTRUCTION NOTES 1. SEE SHEET 15 FOR GENERAL NOTES, LEGEND & ABBREVIATIONS. 2. SEE SHEET 21 FOR CONSTRUCTION BASELINE DATA. 3. SEE SHEET 23 FOR TRAFFIC SIGN SUMMARY. 4. SEE SHEET 25 FOR CONSTRUCTION DETAILS. 5. ALL EXISTING SIGNS ARE TO BE RETAINED UNLESS OTHERWISE NOTED. 6. ALL EXISTING CROSSWALKS ARE TO BE RETAINED. ---PAGE BREAK--- TURN LEFT DO NOT BLOCK INTERSECTION RIGHT TURN MUST RIGHT LANE RIGHT TURN MUST RIGHT LANE 49 50 51 52 48+00 C7 WASHINGTON STREET PROJECT BEGIN STA 48+00 N3014455.5674 E819200.2742 SWL SYL SWL 1' OFFSET, TYP. 5' DWLEx BIKECROSS, TYP. (SEE DETAIL) PAVEMENT MARKING SYMBOL, TYP. (SEE DETAIL) BICYCLE LANE SYMBOL, TYP. (SEE DETAIL) 11' 5' 2' 11' 11' VARIES 11.4'-11.6' SWL SWL R4-4 WASHINGTON STREET MILL STREET DODGE STREET CITY LAYOUT (1839) SYL SWL SWL BE ES ES E 10' O.C. 10' O.C. SWL SWL BWL DWL 10' 12.1' 5' 10' 11.3' DWLEx DWL DWL SWL R3-17 R3-17 R3-17b WORK BY OTHERS STA:49+86.28 OFFSET: 10.02' RT STA:51+05.92 OFFSET: 14.18' LT STA:50+59.07 OFFSET: 35.26' LT STA:51+52.82 OFFSET: 38.85' LT STA:51+56.09 OFFSET: 28.87' LT STA:51+27.62 OFFSET: 37.48' RT STA:50+09.33 OFFSET: 37.64' RT STA:49+95.94 OFFSET: 32.51' RT STA:51+25.76 OFFSET: 8.51' RT LEFT TURN MUST LEFT LANE DO NOT BLOCK INTERSECTION 30 LIMIT SPEED NO RIGHT TURN HOUR 4 PARKING RESERVED PARKING HANDICAP ACCESS HOUR 4 PARKING FORM SINGLE LANE T P 451 NO STANDING TOW ZONE $100 FINE 465 NO STANDING TOW ZONE $100 FINE 450 455 456 459 NO U TURN RIGHT TURN ON RED AFTER STOP HOUR 4 PARKING DO NOT BLOCK INTERSECTION NO LEFT TURN HOUR 4 PARKING 38 39 39+73.90 2 53 54 55 56 57 58 L6 L8 C8 NORMAN STREET PROJECT END STA 39+73.90 N3014968.6369 E819248.0352 6' 5' 11' 10' 5' 7' SWL SWL SWL SWL SWL 1' OFFSET 5' 7' 5' SWL SWL SYL SYL BIKECROSS, TYP. (SEE DETAIL) DWLEx DWLEx DWLEx DWLEx DWLEx DWLEx DWLEx DWLEx SWL SWL SWL DWLEx DWLEx SWL BWL SWL SWL SWL SWL SWL 11.4' (VAR) 11' 11' 2' 5' 11' BICYCLE LANE SYMBOL, TYP. (SEE DETAIL) INFILL CROSSWALK STRIPING, TYP. (SEE DETAIL) 5' '1 OFFSET 1' OFFSET SWL SYL SWL 1' OFFSET, TYP. SYL SYL 10' 5' SWL SWL W11-2 W16-7PL W11-2 W16-7PL W11-2 W16-7PR WASHINGTON STREET NORMAN STREET NEW DERBY STREET FRONT STREET BARTON SQUARE 10.2' 10.8' 15.6' 26.6' R4-4 CITY LAYOUT (1839) CITY LAYOUT (1839) SWL SWL SYL EE ES ES SWL AT SIGN POST R=3' EE ES ES BE BE EE BE EE ES ES ES ES BE EE BE EE DWLEx DWLEx DWLEx W4-2 10' 6' 11.1' 4' SWL SWL SWL SWL SWL SWL SWL 11' 5' 6' SWL 10' 0.5' OFFSET 3.7' 10' 10' 5' 11.9' W11-2 W16-7PR 10' 12.1' SWL TYPICAL BUS STOP PAVEMENT MARKING SYMBOL, TYP. STA:37+49.98 OFFSET: 32.66' LT STA:54+08.84 OFFSET: 28.51' RT STA:54+51.74 OFFSET: 30.26' RT STA:54+95.37 OFFSET: 30.49' RT STA:55+41.27 OFFSET: 25.12' RT STA:55+09.66 OFFSET: 34.57' RT STA:55+12.72 OFFSET: 29.38' RT STA:55+68.55 OFFSET: 22.98' RT STA:55+90.28 OFFSET: 18.97' RT STA:56+07.76 OFFSET: 17.48' RT STA:56+07.84 OFFSET: 28.03' RT STA:56+47.00 OFFSET: 27.73' RT STA:56+60.72 OFFSET: 21.77' RT STA:56+87.65 OFFSET: 17.15' RT STA:56+80.98 OFFSET: 25.78' RT STA:57+51.69 OFFSET: 12.23' LT STA:57+27.47 OFFSET: 12.22' LT STA:56+34.79 OFFSET: 14.01' LT STA:56+57.23 OFFSET: 13.61' LT STA:56+14.37 OFFSET: 19.22' LT STA:55+65.39 OFFSET: 15.96' LT STA:55+07.09 OFFSET: 18.18' LT STA:54+42.41 OFFSET: 25.25' LT STA:55+19.23 OFFSET: 2.44' RT DWLEx WASHINGTON STREET CONSTRUCTION BASELINE DATA NUMBER C7 L8 C8 L9 STARTING STATION 48+00.00 52+00.74 54+00.81 55+79.73 NORTHING 3014455.[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].007 EASTING 819200.274 819136.737 819136.444 819129.478 CURVE DATA R=1151.19' ǻ L=400.74' T=202.42' R=2386.83' ǻ L=178.92' T=89.50' LINE DATA 200.07' 1309.33' ENDING STATION 52+00.74 54+00.81 55+79.73 68+89.06 NORTHING 3014849.[PHONE REDACTED].[PHONE REDACTED].[PHONE REDACTED].082 EASTING 819136.737 819136.444 819129.478 818974.068 FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 44 STATE MA PROJECT FILE NO. 608732 21 CONTINUED BELOW 12_608732_SALEM HD4 (PAVEMENTMARKINGS&SIGNS).DWG 11-Sep-2017 5:09 PM Plotted on 20 SCALE: 1" = 20' 0 50 100 N N CONTINUED ON 22 CONTINUED ABOVE CONTINUED ON SHEET NO. 20 WASHINGTON STREET TRAFFIC SIGN & PAVEMENT MARKING PLAN VOLUME 2 - SALEM PEDESTRIAN / BICYCLE FACILITY UPGRADES CONSTRUCTION NOTES 1. SEE SHEET 15 FOR GENERAL NOTES, LEGEND & ABBREVIATIONS. 2. SEE SHEET 23 FOR TRAFFIC SIGN SUMMARY. 3. SEE SHEET 25 FOR CONSTRUCTION DETAILS. 4. ALL EXISTING SIGNS ARE TO BE RETAINED UNLESS OTHERWISE NOTED. 5. ALL EXISTING CROSSWALKS ARE TO BE RETAINED. HSI-003S(104)X ---PAGE BREAK--- FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 44 STATE MA PROJECT FILE NO. 608732 23 13_608732_SALEM HD5 (SIGN SUMMARY).DWG 11-Sep-2017 5:10 PM Plotted on R7-1L 12 18 3 P-5 3 REQ-D TRAFFIC SIGN SUMMARY 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) WIDTH HEIGHT LETTER HEIGHT VERTICAL SPACING ARROW RTE. MKR. BACK- GROUND LEGEND BORDER W11-2 30 30 13 P-5 12 REQ-D 6.25 81.25 W16-7PL 10 MOUNT W/ W11-2 2.00 20.00 W16-7PR 24 12 3 2.00 6.00 SEE 2009 MUTCD STANDARD DETAIL DOUBLE MOUNTED ON FLEXIBLE POST MOUNT W/ W11-2 R1-6 12 36 14 3.00 42.00 R3-17 24 18 3.00 18.00 R3-17b MOUNT W/ R3-17 1.33 4.00 P-5 5 REQ-D 1.50 4.50 24 12 R4-4 36 30 R4-11 30 30 P-5 1 REQ-D 6.25 12.50 R10-15BPR 36 30 4 P-5 3 REQ-D 24 8 2 4 3 6 7.50 30.00 P-5 3 REQ-D 7.50 30.00 VOLUME 2 - SALEM PEDESTRIAN / BICYCLE FACILITY UPGRADES TRAFFIC SIGN SUMMARY WHITE YELLOW YELLOW YELLOW WHITE WHITE WHITE WHITE WHITE WHITE RED BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK RED BLACK BLACK BLACK YELLOW YELLOW BLACK BLACK BLACK BLACK W4-2 30 30 1 P-5 1 REQ-D 6.25 6.25 YELLOW BLACK BLACK HSI-003S(104)X ---PAGE BREAK--- SINGLE LANE APPROACH ONE QUADRANT CLOSURE 1. ALL CONSTRUCTION SIGNING, CONES, BARRICADES AND OTHER DEVICES SHALL CONFORM WITH THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS AMENDED. 2. ALL CONES SHALL BE APPROXIMATELY PLACED AND MOVED AS NECESSARY TO MAINTAIN ADEQUATE ABUTTER ACCESS AT ALL TIMES. WORK MAY REQUIRE ADDITIONAL SIGNS, CONES AND OTHER TRAFFIC CONTROL DEVICES, VEHICULAR AND EMERGENCY TRAFFIC THROUGH THE WORK AREAS, BOTH DURING AND AFTER WORKING HOURS, TO MAINTAIN SUCH ACCESS. 3. THE MAXIMUM SPACING OF CONES IS EQUAL IN FEET TO THE SPEED LIMIT IN MPH. 4. 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 PAVEMENT MARKINGS AND SIMILAR OPERATIONS. 5. A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION ON TWO WAY STREETS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT THAT DURING WORKING HOURS, TRAFFIC MAY BE REDUCED TO ONE LANE UNDER POLICE OR FLAGGER CONTROL FOR SHORT TIME PERIODS WHEN REQUIRED FOR THE WORK, AS SHOWN. 6. 11' MINIMUM LANE WIDTHS SHALL BE MAINTAINED AT ALL TIMES. 7. NON-ESSENTIAL TRAFFIC CONTROL DEVICES SHALL BE COVERED OR REMOVED DURING NON-WORKING HOURS. 8. CONTRACTOR SHALL MAINTAIN ADA-COMPLIANT PEDESTRIAN ACCESS AT ALL TIMES. ACCESS SHALL BE MAINTAINED ALONG ALL SIDEWALKS AND TO ALL MBTA BUS STOPS. 9. R8-3a SIGNS SHALL BE COVERED OUTSIDE OF WORKING HOURS. 10. POLICE, NOT FLAGGERS, SHALL BE USED FOR TRAFFIC CONTROL AT ANY INTERSECTION WHETHER SIGNALIZED OR UNSIGNALIZED. GENERAL NOTES LONGITUDINAL BUFFER SPEED (mph) BUFFER (FT) 20 115 25 155 30 200 35 250 40 305 45 360 405 45 240 40 185 35 135 30 95 25 TAPER WIDTH (FT) SPEED (mph) MERGING TAPER LENGTH 105 150 205 270 450 9 10 12 11 540 320 245 180 125 115 165 225 295 495 350 FT 350 FT 350 FT 350 FT P MA-W20-7b 350 FT W20-4 350 FT 350 FT 100 FT MAX. W20-4 MA-W20-7b MA-W20-7b W20-4 P MA-W20-7b W20-4 P 100 FT MAX. 100 FT MAX. * THIS DELINEATION CAN BE REMOVED TO INCREASE CAPACITY OF THE INTERSECTION. POLICE OFFICER CAN BE REMOVED AS WELL P * 350 FT W5-1 W21-5a 350 FT WORK ZONE 100 FT BUFFER L/3 100 FT TWO LANE ROAD SHOULDER CLOSED WORK ZONE 100 FT MAX. 100 FT MAX. BUFFER 100-150 FT MA-W20-7b W20-4 W13-1p XX M.P.H. W20-4 W13-1p XX MA-W20-7b P/F OR W20-7a W20-7a OR P/F 350 FT 350 FT 350 FT 350 FT M.P.H. TWO LANE ROAD ONE LANE CLOSURE ALTERNATING TRAFFIC 350 FT ID NUMBER SIZE OF SIGN (in.) LEGEND TEXT DIMENSIONS (in.) COLOR NUMBER OF SIGNS REQUIRED UNIT AREA (SF) TOTAL AREA (SF) WIDTH HEIGHT LETTER HEIGHT VERTICAL SPACING ARROW RTE. MKR. BACKGROUND LEGEND BORDER R8-3a 24 30 SEE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS WHITE RED RED 5 5.00 25.00 W1-4L 36 36 ORANGE BLACK BLACK 2 9.00 18.00 W1-4R 36 36 ORANGE BLACK BLACK 2 9.00 18.00 W5-1 36 36 ORANGE BLACK BLACK 4 9.00 36.00 W13-1P 24 24 ORANGE BLACK BLACK 6 4.00 24.00 W20-1 36 36 ORANGE BLACK BLACK 2 9.00 18.00 W20-4 36 36 ORANGE BLACK BLACK 6 9.00 54.00 W20-7a 36 36 ORANGE BLACK BLACK 2 9.00 18.00 W21-5a 36 36 ORANGE BLACK BLACK 2 9.00 18.00 MA-R2- 10a 48 36 MASSDOT STANDARD SIGN ORANGE WHITE BLACK BLACK BLACK BLACK 2 12.00 24.00 MA-R2- 10e 36 48 ORANGE WHITE BLACK BLACK BLACK BLACK 2 12.00 24.00 MA-W20- 7b 36 36 ORANGE BLACK BLACK 6 9.00 54.00 ARROW BOARD B A WORK ZONE BUFFER A B L/2 TAPER 100 FT (30m) MAX W5-1 W1-4R W5-1 W1-4R W1-4L L/2 W1-4L BUFFER L/3 TWO LANE ROAD SHOULDER AND TRAVEL LANE CLOSED LEGEND PROPOSED DESCRIPTION REFLECTORIZED PLASTIC DRUM OR 36" CONE SIGN WORK ZONE TYPE III BARRICADE P/F POLICE/FLAGGER DETAIL DIRECTION OF TRAFFIC ONE LANE ALTERNATING TRAFFIC ARROW BOARD N.T.S. N.T.S. N.T.S. N.T.S. TEMPORARY TRAFFIC CONTROL PLAN FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 44 STATE MA PROJECT FILE NO. 24 14_608732_SALEM HD6 (TEMPTRAFFICCONTROL).DWG 11-Sep-2017 608732 VOLUME 2 - SALEM PEDESTRIAN/ BICYCLE FACILITY UPGRADES HSI-003S(104)X ---PAGE BREAK--- EXISTING CROSSWALK WIDTH, VARIES 12" SWL AT 4' O.C. TYPICAL BICYCLE LANE STRIPING ADJACENT TO PARKING NTS SHARED LANE MARKING SYMBOL NTS TYPICAL INFILL CROSSWALK STRIPING NTS TYPICAL PAVEMENT MARKING SYMBOLS NTS SEE PLAN FOR STRIPING ORIENTATION THERMOPLASTIC MARKING (16 SF) 7.5' 5.25' 5' 4.5' 3' 5' 9.5' 9' 5' FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 44 STATE MA PROJECT FILE NO. 608732 25 15_608732_SALEM HD7 (CONSTRUCTION DETAILS).DWG 11-Sep-2017 5:10 PM Plotted on VOLUME 2 - SALEM PEDESTRIAN / BICYCLE FACILITY UPGRADES CONSTRUCTION DETAILS HSI-003S(104)X