EVERETT CHELSEA BOSTON CRESCENT AVE SPRUCE ST WASHINGTON AVE EASTERN AVE EVERETT TOWN LINE CHELSEA TOWN LINE VALE ST GERRISH AVE BROADWAY EVERETT AVE

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1 EASTERN AVE ELLINGHAM ST WILLOW ST CENTRAL AVE MARGINAL ST CR AVE HIGHLAND ST HIGHLAND ST GERRISH AVE CONGRESS AVE SHAWMUT ST MARGINAL ST MYSTIC RIVER WASHINGTON AVE SPRUCE ST 5TH ST 4TH ST DIVISION ST 3RD ST PARK ST VALE ST EVERETT AVE CHELSEA TOWN LINE EVERETT TOWN LINE 3RD ST SPRUCE ST 2ND ST CHESTNUT ST AUURN ST EACHAM ST PROP TRANSMISSION LINE (TYP) EVERETT MTA COMMUTER RAIL CHELSEA PROP WORKZONE (TYP) OSTON SHURTLEFF ST HAWTHORN ST ARLINGTON ST MAPLE ST SCALE: 1" = 300' MARKET ST EHEN ST COMMERCIAL ST NOTE: 1. ASELINE STATIONING SHOWN FOR INFORMATIONAL PURPOSES ONLY. REFER TO APPROVED PLAN AND PROFILE DRAWINGS FOR ACTUAL TRANSMISSION LINE LOCATION INFORMATION. TT

2 TEMPORARY TRAFFIC CONTROL GENERAL NOTES 1. ALL CONSTRUCTION SIGNING, TEMPORARY TRAFFIC CONTROL DEVICES, AND ROADSIDE ELEMENTS SHALL CONFORM WITH THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS AMENDED, THE MASSDOT STANDARD DETAILS AND DRAWINGS FOR THE DEVELOPMENT OF TEMPORARY TRAFFIC CONTROL PLANS, THE LATEST REVISIONS OF THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS, (AASHTO) ROADSIDE DESIGN GUIDE, AASHTO POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, AND NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT 350 OR THE AASHTO MANUAL FOR ASSESSING SAFETY HARDWIRE (MASH). 2. ALL TEMPORARY PEDESTRIAN PATHWAYS SHALL COMPLY FULLY WITH ALL REQUIREMENTS OF THE MUTCD AND ALL APPLICALE MASSACHUSETTS ARCHITECTURAL ACCESS OARD (MAA) AND AMERICANS WITH DISAILITIES ACT ACCESSIILITY GUIDELINES (ADAAG) REQUIREMENTS AND PULIC RIGHTS-OF WAY ACCESSIILITY GUIDELINES (PROWAG). 3. WORK HOURS SHALL E AS FOLLOWS UNLESS OTHERWISE DIRECTED Y THE CITY OF CHELSEA: EACHAM STREET (CITY LIMITS) TO REET (AT SPRUCE STREET): 6:00 PM TO 2:00 AM REET (AT SPRUCE STREET) TO MARGINAL STREET (AT SHAWMUT STREET): 7:00 AM TO 3:00 PM MARGINAL STREET (AT SHAWMUT STREET) TO WILLOW ST: 6:00 PM TO 2:00 AM WILLOW ST TO PROJECT LIMITS: 6:00 PM TO 2:00 AM 4. NO WORK SHALL OCCUR WITHIN THE PULIC WAY ON STATE RECOGNIZED HOLIDAYS UNLESS OTHERWISE APPROVED Y THE AGENCY AND MUNICIPALITY WITH JURISDICTION OVER THE ROADWAY. 5. ALL DRUMS OUTSIDE TAPERS SHALL E SET AT 20' ON CENTER MAX. UNLESS OTHERWISE NOTED OR ADJUSTED Y THE ENGINEER. 6. REFLECTORIZED CONES SHALL E A MINIMUM OF 36 INCHES IN HEIGHT. 7. CONES MAY E USED IN LIEU OF DRUMS OUTSIDE OF TAPER AREAS. 8. ALL DRUMS SHALL E APPROXIMATELY PLACED AND MOVED AS NECESSARY TO MAINTAIN SAFE AND REASONALE AUTTER ACCESS. 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, OTH DURING AND AFTER WORKING HOURS, TO MAINTAIN SUCH ACCESS. 9. THE CONTRACTOR SHALL NOTIFY EACH AUTTER AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OR RESTRICTION OF ACCESS. 10. FOR DROP-OFFS 4" OR LESS WITHIN THE CLEAR ZONE, CONDITION MAY E MITIGATED WITH W8-9 (LOW SHOULDER) SIGN OR TEMPORARY CHANNELIZATION DEVICES. FOR DROP-OFFS GREATER THAN 4" UT NO MORE THAN 12", DETERMINE WHETHER IT IS MORE COST EFFECTIVE TO INSTALL OTH TEMPORARY CHANNELIZATION DEVICES AND A 1V:4H (MIN) TO 1V:6H (DESIRED) WEDGE OR REMOVE THE HAZARD. 11. CONTRACTOR SHALL STAGE WORK SUCH THAT A DROP-OFF OF NO MORE THAN 12" AT THE END OF EACH WORK DAY EXISTS WITHIN THE CLEAR ZONE AT ANY TIME AND ENSURE DROP-FF IS MITIGATED PER NOTE CONSTRUCTION CLEAR ZONE SHALL E IN ACCORDANCE WITH MASSDOT OSTON TRAFFIC GUIDELINES AS FOLLOWS: 4' IF POSTED SPEED IS LESS THAN 35 MPH 8' IF POSTED SPEED IS 35 MPH 15' IF POSTED SPEED IS 40 MPH 20' IF POSTED SPEED IS 45 MPH ' MINIMUM LANE WIDTHS SHALL E MAINTAINED UNLESS OTHERWISE NOTED. 14. NON-ESSENTIAL TRAFFIC CONTROL DEVICES AND SIGNS SHALL E COVERED OR REMOVED DURING NON-WORKING HOURS WHEN NOT IN USE. 15. SIGNS INSTALLED ON PORTALE STANDS REQUIRE 12 INCH MINIMUM MOUNTING HEIGHT FROM THE ROADWAY SURFACE TO THE OTTOM OF THE SIGN. 16. SIGNS INSTALLED ON PORTALE STANDS PLACED AMONG CHANNELIZATION DEVICES REQUIRE A 36 INCH MINIMUM MOUNTING HEIGHT FROM THE ROADWAY SURFACE TO THE OTTOM OF THE SIGN. 17. SIGNS MOUNTED ON P5 POSTS REQUIRE A MINIMUM 84 INCH MOUNTING HEIGHT FROM THE ROADWAY OR SIDEWALK SURFACE TO THE OTTOM OF THE SIGN. 18. ALL SIGNS SHALL E MOUNTED ON THEIR OWN NCHRP 350 AND/OR MASH CRASH TESTED SIGN SUPPORTS AND INSTALLED IN ACCORDANCE WITH THE MUTCD. 19. CONTRACTOR SHALL SECURE WORK AREAS TO PREVENT UNAUTHORIZED ACCESS AT ALL TIMES. 20. CONTRACTOR SHALL COORDINATE WITH CITY OF CHELSEA 48 HOURS PRIOR TO RESTRICTING ANY PARKING ON CITY ROADWAYS DURING CONSTRUCTION. SUGGESTED TEMPORARY TRAFFIC CONTROL SETUP APPLICATION ROADWAY STATION TEMPORARY TRAFFIC CONTROL SETUPS SHEET NUMER EACHAM STREET TO TYPICAL TWO-WAY STREET LANE CLOSURE - ALTERNATING TRAFFIC SHEET 3 EACHAM STREET TO TYPICAL TWO-WAY STREET LANE SHIFT SHEET 3 EACHAM STREET TO (MANHOLE) SITE SPECIFIC - EACHAM STREET AT MARKET STREET SHEETS 5 & 6 EACHAM STREET TO TYPICAL TWO-WAY STREET LANE CLOSURE - ALTERNATING TRAFFIC SHEET 3 EACHAM/ REET TO SITE SPECIFIC - EACHAM STREET AT REET SHEETS 7 & 8 REET TO TYPICAL TWO-WAY STREET LANE CLOSURE - ALTERNATING TRAFFIC SHEET 3 TYPICAL LOCAL ROAD CLOSURE SHEET 4 REET TO (MANHOLE) TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS SHEET 4 DETOUR PLAN - REET AT SPRUCE STREET SHEET 18 REET TO SITE SPECIFIC - REET AT SPRUCE STREET/COMMANDANTS WAY SHEETS 9 & 10 REET TO REET TO REET TO (MANHOLE) TYPICAL TWO-WAY STREET LANE CLOSURE - ALTERNATING TRAFFIC SHEET 3 PEDESTRIAN YPASS TYPE II DETAIL SHEET 4 TYPICAL ONE LANE I-DIRECTIONAL TRAFFIC AT INTERSECTION - NEAR SIDE SHEET 3 TYPICAL ONE LANE I-DIRECTIONAL TRAFFIC AT INTERSECTION - FAR SIDE SHEET 3 PEDESTRIAN YPASS TYPE II DETAIL SHEET 4 TYPICAL LOCAL ROAD CLOSURE SHEET 4 TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS SHEET 4 DETOUR PLAN - REET AT CHESTNUT STREET SHEET 19 TYPICAL TWO-WAY STREET LANE CLOSURE - ALTERNATING TRAFFIC SHEET 3 REET TO PEDESTRIAN YPASS TYPE II DETAIL SHEET 4 REET TO SITE SPECIFIC - REET AT /TREMONT STREET SHEETS REET TO REET TO TYPICAL TWO-WAY STREET LANE CLOSURE - ALTERNATING TRAFFIC SHEET 3 PEDESTRIAN YPASS TYPE II DETAIL SHEET 4 TYPICAL ONE LANE I-DIRECTIONAL TRAFFIC AT INTERSECTION - NEAR SIDE SHEET 3 TYPICAL ONE LANE I-DIRECTIONAL TRAFFIC AT INTERSECTION - FAR SIDE SHEET 3 PEDESTRIAN YPASS TYPE II DETAIL SHEET 4 TYPICAL TWO-WAY STREET LANE CLOSURE - ALTERNATING TRAFFIC SHEET 3 REET TO PEDESTRIAN YPASS TYPE II DETAIL SHEET 4 REET TO SITE SPECIFIC - AT SHEETS 14 & 15 MARGINAL STREET TO (MANHOLE) MARGINAL STREET TO MARGINAL STREET TO (MANHOLE) TYPICAL LOCAL ROAD CLOSURE SHEET 4 TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS SHEET 4 DETOUR PLAN - MARGINAL STREET AT REET SHEET 20 TYPICAL TWO-WAY STREET LANE CLOSURE - ALTERNATING TRAFFIC SHEET 3 PEDESTRIAN YPASS TYPE II DETAIL SHEET 4 TYPICAL LOCAL ROAD CLOSURE SHEET 4 TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS SHEET 4 DETOUR PLAN - MARGINAL STREET AT SHAWMUT STREET SHEET 21 TYPICAL TWO-WAY STREET LANE CLOSURE - ALTERNATING TRAFFIC SHEET 3 MARGINAL STREET TO PEDESTRIAN YPASS TYPE II DETAIL SHEET 4 MARGINAL STREET TO SITE SPECIFIC - MARGINAL ST AT CHARLES ST SHEETS 16 & 17 MARGINAL STREET TO TYPICAL TWO-WAY STREET LANE CLOSURE - ALTERNATING TRAFFIC SHEET 3 TYPICAL TWO-WAY STREET LANE CLOSURE - ALTERNATING TRAFFIC SHEET 3 MARGINAL STREET TO PEDESTRIAN YPASS TYPE I DETAIL SHEET 4 WILLOW STREET TO TYPICAL TWO-WAY STREET LANE CLOSURE - ALTERNATING TRAFFIC SHEET 3 ADVANCE SIGN SPACING LEGEND POLICE OFFICER TRAFFIC SIGNAL REFLECTORIZED DRUM TEMPORARY CONSTRUCTION SIGN TRAFFIC CONE TYPE III ARRICADE ARROW OARD (A) (RIGHT OR LEFT) ARROW OARD (A) (DOULE) ARROW OARD (A) (CAUTION) WORK AREA (PULIC ACCESS RESTRICTED) TRANSITION/UFFER AREAS TRAFFIC FLOW PEDESTRIAN ROUTE NTS NOT TO SCALE TYP TYPICAL DYL DOULE YELLOW LINE MIN. MINIMUM O.C. ON CENTER DISTANCE ETWEEN SIGNS (FEET) LANE TAPER LENGTH FORMULAS UFFER SPACING ROADWAY ALL ROADWAYS A C D L= TAPER LENGTH IN FEET WIDTH OF ROADWAY TO E W= SHIFTED OR REDIRECTED IN FEET SPEED (MPH) 15 DISTANCE (FEET) 80 S= POSTED SPEED LIMIT IN MPH 40 MPH OR LESS 2 WS L= 60 POSTED SPEED GREATER THAN 40 MPH L= WS

3 OPERATIONAL SIGNING LANE CLOSURES SHOWN ARE FOR TEMPORARY CONSTRUCTION. ALL DRUMS AND SIGNS ARE SHOWN AS THEY SHOULD APPEAR DURING THE WORKING DAY, OR WHILE OPERATING IN THE WORK ZONE. REFER TO GENERAL NOTES FOR FURTHER DETAILS. MAJOR STREET D C A MINOR STREET MAX 11' TYP D C A PROP TYPE III ARRICADE (TYP) REFLECTORIZED 10' O.C. IN TAPER AREAS REFLECTORIZED 20' O.C. (SEE GENERAL NOTE 7) D C A A C D 11' TYP MAX REFLECTORIZED 10' O.C. (SEE GENERAL NOTE 7) WORK AREA DYL 11' MIN DYL REFLECTORIZED 10' O.C. MAX D NOTES: 1. REFER TO ADVANCE SIGN SPACING TALE ON SHEET 2. TYPICAL TWO-WAY STREET LANE CLOSURE ALTERNATING TRAFFIC SCALE: NTS A C D MAX UFFER -1 WORK AREA MAX D REFLECTORIZED 20' O.C. (SEE GENERAL NOTE 7) NOTE: 1. ADVANCE WARNING SIGN PLACEMENT TO E ADJUSTED AS NECESSARY. 2. REFER TO ADVANCE SIGN SPACING TALE ON SHEET 2. ONE LANE I-DIRECTIONAL TRAFFIC AT INTERSECTIONS - FAR SIDE SCALE: NTS REFLECTORIZED 10' O.C. D C A 11' TYP MINOR STREET C A D C A MAJOR STREET W5-1 A DYL W1-4R TRAFFIC 10' O.C. C L/2 NOTES: 1. SEE TAPER LENGTH FORMULA ON SHEET SEE UFFER SPACING CHART ON SHEET REFER TO ADVANCE SIGN SPACING TALE ON SHEET 2. D W REFLECTORIZED 10' O.C. IN TAPER AREAS W1-4R WORK AREA 11' 11' W1-4L UFFER (SEE NOTE 2) REFLECTORIZED 10' O.C. W5-1 W1-4L W L/2 D C A DYL A C WORK AREA REFLECTORIZED 10' O.C. (SEE GENERAL NOTE 7) D MAX MAX 11' TYP MAX NOTE: 1. ADVANCE WARNING SIGN PLACEMENT TO E ADJUSTED AS NECESSARY. 2. REFER TO ADVANCE SIGN SPACING TALE ON SHEET 2. ONE LANE I-DIRECTIONAL TRAFFIC AT INTERSECTIONS - NEAR SIDE SCALE: NTS D C A TYPICAL TWO-WAY STREET LANE SHIFT SCALE: NTS

4 PEDESTRIAN YPASS TYPE I NOTES: 1. ADDITIONAL ADVANCE WARNING SIGNS MAY E NECESSARY AS DETERMINED Y THE ENGINEER. 2. CONTROLS FOR PEDESTRIAN TRAFFIC ONLY, ARE SHOWN. VEHICULAR TRAFFIC SHALL E MAINTAINED AS SHOWN ELSEWHERE. 3. STREET LIGHTING SHOULD E CONSIDERED WHEN LOCATING CONTROL DEVICES. 4. INDICATES DIRECTION OF PEDESTRIAN TRAVEL. 5. IF THE WORK ZONE DOES NOT PERMIT PEDESTRIANS TO TRAVEL ADJACENT TO IT AS SHOWN IN PEDESTRIAN YPASS TYPE I, THE APPROPRIATE SIGNS SHALL E INSTALLED TO CROSS PEDESTRIANS TO THE OPPOSITE SIDE OF THE STREET AT EXISTING OR TEMPORARY CROSSWALKS AS SHOWN IN PEDESTRIAN YPASS TYPE II, AND AS DIRECTED Y THE ENGINEER. 6. ALL TEMPORARY PEDESTRIAN PATHWAYS SHALL COMPLY FULLY WITH ALL REQUIREMENTS OF THE MUTCD AND ALL APPLICALE MAA AND ADAAG REQUIREMENTS AND INCLUDE THE USE OF A COMPLIANT TEMPORARY PEDESTRIAN MANAGEMENT GUIDANCE SYSTEM AT ALL TIMES. 7. CONTRACTOR SHALL MAINTAIN AS WIDE OF A PEDESTRIAN ACCESS AS POSSILE AT ALL TIMES. EXCEPT WHERE NECESSARY, THE CONTRACTOR MAY TEMPORARILY REDUCE PEDESTRIAN PATHWAYS TO 4 FEET IN WIDTH (EXCLUDING CUR) FOR NO MORE THAN 200 LINEAR FEET AT A TIME IN ACCORDANCE WITH ALL STANDARDS. A 5' x 5' PASSING AREA SHALL E PROVIDED IN INTERVALS NOT EXCEEDING 200 FEET. 8. TEMPORARY WHEELCHAIR RAMPS SHALL E CONSTRUCTED IN ACCORDANCE WITH MASSDOT, MAA, AND ADAAG REQUIREMENTS. TYPE III ARRICADE (TYP) R9-9, M4-9bSR EXISTING SIDEWALK TEMP CUR RAMP - PARALLEL TO THE CUR (SEE DETAIL) R9-11aR MTD ON TYPE III ARRICADE TRAVEL LANE PEDESTRIAN YPASS TYPE II WORK AREA ENCLOSED W/CONSTRUCTION FENCING TRAVEL LANE EXIST CROSSWALKS TRAVEL LANE EXISTING SIDEWALK R9-11aL MTD ON TYPE III ARRICADE R9-9, M4-9bSL EXISTING SIDEWALK PEDESTRIAN PATH (5' MIN WIDTH) PEDESTRIAN CHANNELIZATION DEVICE (TYP) SEE TYPICAL TWO-WAY STREET LANE SHIFT DETAIL ON SHEET 3 EXISTING SIDEWALK PEDESTRIAN CHANNELIZATION DEVICE (TYP) EXIST WCR (TYP) 2-4" WIDE CONTRAST EDGE MARKING YELLOW NON-SLIP PROTECTION (TYP) GRANITE CUR 6" REVEAL (TYP) CLEAR SPACE GRANITE CUR 6" REVEAL (TYP) TEMPORARY CUR RAMP-PARALLEL TO CUR 2" MIN. PROTECTIVE EDGING 2" MIN HEIGHT 12" MIN 12" MIN 1" 1" TEMPORARY CUR RAMP-PERPENDICULAR TO CUR TEMPORARY CUR RAMPS SCALE: NTS JOINT/GAP TREATMENT DETECTALE WARNING PANEL JOINT/GAP TREATMENT YELLOW NON-SLIP PROTECTION (TYP) 60"x60" MIN TURNING AREA PROTECTIVE EDGING 2" MIN HEIGHT 2.0% SLOPE MAX DETECTALE EDGING 6" MIN HEIGHT DETECTALE WARNING PANEL 2-4" WIDE CONTRAST EDGE MARKING NOTES: 1. CUR RAMPS SHALL E 60" MINIMUM WIDTH WITH A FIRM, STALE AND NON-SLIP SURFACE. 2. PROTECTIVE EDGING WITH A 2" MINIMUM HEIGHT SHALL E INSTALLED WHEN THE CUR RAMP OR LANDING PLATFORM HAS A VERTICAL DROP OF 6" OR GREATER OR HAS A SIDE APRON SLOPE STEEPER THAN 1:3 (33%). PROTECTIVE EDGING SHOULD E CONSIDERED WHEN THE CUR RAMPS OR LANDING PLATFORMS HAVE A VERTICAL DROP OF 3" OR MORE. 3. DETECTALE EDGING WITH 6" MINIMUM HEIGHT AND CONTRASTING COLOR SHALL E INSTALLED ON ALL CUR RAMP LANDINGS WHERE THE WALKWAY CHANGES DIRECTION (TURNS). 4. THE CUR RAMP WALKWAY AND LANDING AREA SURFACE SHALL E OF A SOLID CONTINUOUS CONTRASTING COLOR AUTTING UP TO THE EXISTING SIDEWALK. 5. CUR RAMPS AND LANDINGS SHOULD HAVE A 1:50 (2%) MAX CROSS-SLOPE. 6. CLEAR SPACE OF 48"x48" MINIMUM SHALL E PROVIDED AOVE AND ELOW THE CUR RAMP. 7. WATER FLOW IN THE GUTTER SYSTEM SHALL HAVE MINIMAL RESTRICTION. 8. LATERAL JOINTS OR GAPS ETWEEN SURFACES SHALL E LESS THAN 0.5" WIDTH. 9. CHANGES ETWEEN SURFACE HEIGHTS SHOULD NOT EXCEED 0.5" LATERAL EDGES SHOULD E VERTICAL UP TO 0.25" HIGH, AND EVELED AT 1:2 ETWEEN 0.25" AND 0.5" HEIGHT. 10. IF A TEMPORARY PEDESTRIAN RAMP LEADS TO A CROSSWALK, THEN A DETECTALE WARNING PAD MUST E ADHERED TO THE ASE OF THE RAMP. IF IT LEADS TO A PROTECTED PEDESTRIAN YPASS THAT DOES NOT CONFLICT WITH VEHICULAR TRAFFIC, THEN A PAD SHALL NOT E INSTALLED ON THE RAMP. 11. TEMPORARY CUR RAMP SHALL E PAID FOR UNDER ITEM TEMPORARY PEDESTRIAN MANAGEMENT GUIDANCE SYSTEM. PEDESTRIAN YPASS DETAIL SCALE: NTS REFLECTORIZED 5' O.C. TYPE III ARRICADE W/ R11-2 SIGN (TYP) TYPE III ARRICADE W/ R11-2 & M4-10R/L SIGNS (TYP) R3-1 D C A W20-2c VARIES R3-1 TYPE III ARRICADE W/ R11-3a & M4-10R/L SIGNS (TYP) D C A W20-2c REFLECTORIZED 5' O.C. W20-3c REFLECTORIZED 5' O.C. W20-3c W20-3c W20-3c A W20-2c C R3-2 D W20-2c W20-3c D C A W20-2c C R3-2 D W20-2c W20-3c D C A A NOTE: 1. REFER TO ADVANCE SIGN SPACING TALE ON SHEET 2. TYPICAL LOCAL ROAD CLOSURE SCALE: NTS NOTE: 1. REFER TO ADVANCE SIGN SPACING TALE ON SHEET 2. TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS SCALE: NTS

5 EACHAM ST W TAPER CALCULATIONS EACHAM ST E MARKET ST S W = 22' TAPER CALCULATIONS S = 30 MPH S = 30 MPH 2 L = L/2 = 55' MIN TAPER CALCULATIONS L/2 = 158' MIN L/2 = 165' MIN MARKET ST EACHAM ST EACHAM ST MA-W24-2(MOD) R4-7b W1-4R R4-7b 60' TAPER FOR LANE SHIFT L = WS 60 = 330' MARKET ST W = 21' S = 30 MPH MA-W24-2(MOD) W = 7' WS 60 = 105' 2 165' TAPER FOR LANE SHIFT W1-4L 160' TAPER FOR LANE SHIFT WS = 315' L = 60 2 MA-W24-2(MOD) W1-4L R4-7b R4-7b PROP CONES TRAFFIC FLOW ARROW (TYP) PROP REFLECTROIZED DRUMS PROP CONES 10' MIN PROP REFLECTORIZED CONES PROP WORKZONE (TYP) R4-7b 10' MIN 10' MIN 10' MIN 10' MIN SCALE: 1" = 30'

6 MAX MARKET 10' O.C (TYP) PROP WORKZONE (TYP) MAX EACHAM ST TRAFFIC FLOW ARROW (TYP) EACHAM 10' O.C (TYP) MARKET ST SCALE: 1" = 30'

7 MAPLE ST PROP WORKZONE (TYP) TRAFFIC FLOW ARROW (TYP) EACHAM ST R4-8b MAX TAPER ' SCALE: 1" = 20' W20 1

8 MAPLE ST TRAFFIC FLOW ARROW (TYP) PROP REFLECTORIZED CONES R4-7b PROP REFLECTORIZED DRUMS R4-7b 10' MIN EACHAM ST PROP TYPE III ARRICADE W/ W1-6L SIGN (TYP) PROP WORKZONE (TYP) SCALE: 1" = 20'

9 SEE INSET A W4-2R TRAFFIC FLOW ARROW (TYP) W4-2R W20-5cR PROP TYPE III ARRICADE W/ R9-11aL SIGN (TYP) 165' TAPER FOR LANE CLOSURE SPRUCE ST SPRUCE ST S TAPER CALCULATIONS AUURN ST A (LT) W = 11' S = 30 MPH MAX 2 WS L = = 165' 60 PROP TYPE III ARRICADE W/ R9-11aR SIGN (TYP) 2ND ST MAINTAIN EXIST CROSSWALK AT ALL TIMES NOTES: 1. EXIST TRAFFIC SIGNAL TO OPERATE IN FLASHING MODE UNDER POLICE CONTROL FOR THE DURATION OF THIS SETUP. 2. CONTRACTOR TO COORDINATE WITH MTA REGARDING TEMPORARY RELOCATION OF EXIST US STOPS ON SPRUCE STREET AND COMMANDMANTS WAY DURING CONSTRUCTION. SUPP() FROM W4-2R W20-5cR SPRUCE ST SUPP() MAX COMMANDMENTS WAY SEE NOTE SCALE: 1" = 30' PROP PEDESTRIAN DETOUR ROUTE (TYP) INSET A SCALE: 1"=30'

10 ET SEE INSET A W4-2R W4-2R REET W20-5cR 165' TAPER FOR LANE CLOSURE SPRUCE STREET SPRUCE ST REET A (LT) PROP PEDESTRIAN DETOUR ROUTE (TYP) PROP TYPE III ARRICADE W/ R9-11aR SIGN (TYP) 2ND ST SPRUCE STREET PROP REFLECTORIZED DRUMS MAX NOTES: 1. EXIST TRAFFIC SIGNAL TO OPERATE IN FLASHING MODE UNDER POLICE CONTROL FOR THE DURATION OF THIS SETUP. 2. CONTRACTOR TO COORDINATE WITH MTA REGARDING TEMPORARY RELOCATION OF EXIST US STOPS ON SPRUCE STREET AND COMMANDMANTS WAY DURING CONSTRUCTION. SUPP() SECOND STREET FROM W4-2R W20-5cR SPRUCE STR INSET A SCALE: 1"=30' SPRUCE ST SUPP() COMMANDANTS WAY MAX COMMANDMENTS WAY SEE NOTE 2 PROP TYPE III ARRICADE W/ R9-11aL SIGN (TYP) SCALE: 1" = 30' TRAFFIC FLOW ARROW (TYP) REET

11 (ONE-WAY) SCHOOL ST SEE INSET A TO W4-2R S TAPER CALCULATIONS W = 10' S = 30 MPH 2 WS L = = 1 MIN 60 R7-1L SUPP(C) CHESTNUT ST CHESTNUT ST SUPP(A) SUPP(A) CHERRY ST (ONE-WAY) PROP TYPE III ARRICADE W/ R9-11aL SIGN (TYP) MAX A (LEFT) RESTRICT PARKING R7-1R PROP TYPE III ARRICADE W/ R9-11aR SIGN (TYP) MAINTAIN EXIST CROSSWALK AT ALL TIMES 1 TAPER FOR LANE CLOSURE PARK ST 11' MIN MAX PEDESTRIAN DETOUR ROUTE (TYP) PEMROKE ST (ONE-WAY) SUPP(C) FROM W20-5cR W4-2R INSET A SCALE: 1"=30' 2ND ST SUPP(C) EACON ST SUPP(C) SUPP(C) SUPP(C) TREMONT ST NOTE: 1. EXIST TRAFFIC SIGNAL TO OPERATE IN FLASHING MODE UNDER POLICE CONTROL FOR THE DURATION OF THIS SETUP. INSET SCALE: 1"=40' SEE INSET SCALE: 1" = 30'

12 SEE INSET A TO W4-2R S TAPER CALCULATIONS W = 10' S = 30 MPH 2 WS L = = 1 MIN 60 R7-1L SUPP(C) CHESTNUT ST CHERRY ST (ONE-WAY) A (LEFT) 1 TAPER FOR LANE CLOSURE RESTRICT PARKING R7-1R PARK ST PEDESTRIAN DETOUR ROUTE (TYP) PROP TYPE III ARRICADE W/ R9-11aR SIGN (TYP) SCHOOL ST (ONE-WAY) WINNISIMMET ST SUPP(C) FROM W20-5cR W4-2R 2ND ST 11' MIN MAX PROP TYPE III ARRICADE W/ R9-11aL SIGN (TYP) MAX MAINTAIN EXIST CROSSWALK AT ALL TIMES PEMROKE ST (ONE-WAY) INSET A SCALE: 1"=30' CHESTNUT ST PROP TYPE III ARRICADE W/ R9-9(MOD) SIGN NOTE: 1. EXIST TRAFFIC SIGNAL TO OPERATE IN FLASHING MODE UNDER POLICE CONTROL FOR THE DURATION OF THIS SETUP. TREMONT ST SCALE: 1" = 30'

13 MAX WINNISIMMET ST PROP REFLECTORIZED DRUMS PEMROKE ST (ONE-WAY) SCHOOL ST (ONE-WAY) PARK ST MAX TREMONT ST CHESTNUT ST CHERRY ST (ONE-WAY) MAINTAIN EXIST CW AT ALL TIMES SCALE: 1" = 30' NOTE: 1. EXIST TRAFFIC SIGNAL TO OPERATE IN FLASHING MODE UNDER POLICE CONTROL FOR THE DURATION OF THIS SETUP. CHESTNUT ST

14 HAWTHORNE ST 60' MARGINAL ST PROP TYPE III ARRICADE W/ R9-11aL SIGN (TYP) PROP WORKZONE (TYP) PROP TYPE III ARRICADE W/ R9-11aR SIGN (TYP) PROP PEDESTRIAN DETOUR ROUTE (TYP) MAX TAPER WINNISIMMET ST DIVISION ST ONE-WAY TRAFFIC FLOW ARROW (TYP) 80' TAPER SCALE: 1" = 30' NOTE: 1. EXIST TRAFFIC SIGNAL TO OPERATE IN FLASHING MODE UNDER POLICE CONTROL FOR THE DURATION OF THIS SETUP. WINNISIMMET ST 110' 40' SCHOOL ST PEMROKE ST

15 HAWTHORNE ST MAX TAPER PROP TYPE III ARRICADE W/ R9-11aR SIGN (TYP) DIVISION ST MARGINAL ST ONE-WAY PROP WORKZONE (TYP) PROP TYPE III ARRICADE W/ R9-11aL SIGN (TYP) MAX TAPER PROP PEDESTRIAN DETOUR ROUTE (TYP) TRAFFIC FLOW ARROW (TYP) SCALE: 1" = 30' NOTE: 1. EXIST TRAFFIC SIGNAL TO OPERATE IN FLASHING MODE UNDER POLICE CONTROL FOR THE DURATION OF THIS SETUP. WINNISIMMET ST WINNISIMMET ST PEMROKE ST T

16 SUFFOLK ST CHARLES ST HIGHLAND ST MARGINAL ST TRAFFIC FLOW ARROW (TYP) MAINTAIN ACCESS AT ALL TIMES PROP REFLECTORIZED DRUMS 60' TAPER PROP WORKZONE (TYP) MAX TAPER (LOCATED FROM MARGINAL ST) (LOCATED FROM CHARLES ST) SCALE: 1" = 30'

17 SUFFOLK ST CHARLES ST HIGHLAND ST MARGINAL ST TRAFFIC FLOW ARROW (TYP) MAINTAIN ACCESS AT ALL TIMES PROP REFLECTORIZED DRUMS PROP WORKZONE (TYP) MAX TAPER 15' TAPER (LOCATED FROM CHARLES ST) MAINTAIN ACCESS AT ALL TIMES MAINTAIN ACCESS AT ALL TIMES SCALE: 1" = 30'

18 MTA COMMUTER RAIL M4-9AL CARTER ST SUPP(A) M3-4 SUPP(A) M3-4 SUPP(A) M3-2 E LOCUST ST 2ND ST M4-9AR SPRUCE ST 2ND ST AUURN ST RILEY WAY MAPLE ST SEE NOTE 2 M4-8a MARKET ST PROP WORKZONE SEE NOTE 3 CLOSE AND DETOUR REET (SEE NOTE 2) EACHAM ST M4-8a CLOSE AND DETOUR REET JUSTIN DR LEGEND REET EASTOUND DETOUR FLOW ARROW REET WESTOUND DETOUR FLOW ARROW WORK AREA (PULIC ACCESS RESTRICTED) COMMANDMENTS WAY NOTES: 1. REFER TO TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS DETAIL ON SHEET 4 FOR ADDITIONAL INFORMATION. 2. REFER TO TYPICAL LOCAL ROAD CLOSURE DETAIL ON SHEET 4 FOR ADDITIONAL INFORMATION. 3. EXIST TRAFFIC SIGNAL TO OPERATE IN FLASHING MODE UNDER POLICE CONTROL FOR THE DURATION OF THIS SETUP. CAPTAINS ROW LOCAL ACCESS ONLY

19 WALNUT ST SUPP(A) M3-2 SUPP(A) M3-2 M4-8a SPRUCE ST M4-9AR CLOSE AND DETOUR REET M4-9AL 2ND ST AUURN ST 4TH ST EVERETT AVE MULERRY ST ARLINGTON ST TRAFFIC FLOW ARROW (TYP) ARLINGTON ST NORTHEAST EXPY (ROUTE 1) [AOVE] M4-9AR CHESTNUT ST 3RD ST EVERETT AVE PARK ST SEE NOTE 2 SEE NOTE 3 SEE NOTE 3 PINE ST PROP TYPE III ARRICADE W/ R9-11aL SIGN (TYP) CHESTNUT ST CHERRY ST PROP PEDESTRIAN DETOUR ROUTE (TYP) 4TH ST M4-8a SEE NOTE 2 PROP TYPE III ARRICADE W/ R9-11aR SIGN (TYP) SUPP(A) M3-4 SCHOOL ST TREMONT ST HAWTHORNE ST WINNISIMMET ST PARK ST DIVISION ST PEMROKE ST SHURTLEFF ST SUPP(A) M3-4 M4-9SR SEE NOTE 3 CLOSE AND DETOUR WILLIAMS STREET HAWTHORNE ST CENTRAL AVE CONGRESS AVE SHURTLEFF ST ESSEX ST MAVERICK ST SHAWMUT ST NOTES: 1. REFER TO TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS DETAIL ON SHEET 4 FOR ADDITIONAL INFORMATION. 2. REFER TO TYPICAL LOCAL ROAD CLOSURE DETAIL ON SHEET 4 FOR ADDITIONAL INFORMATION. 3. EXIST TRAFFIC SIGNAL TO OPERATE IN FLASHING MODE UNDER POLICE CONTROL FOR THE DURATION OF THIS SETUP. LEGEND MARGINAL ST REET EASTOUND DETOUR FLOW ARROW REET WESTOUND DETOUR FLOW ARROW WORK AREA (PULIC ACCESS RESTRICTED) LOCAL ACCESS ONLY

20 EVERETT AVE WALNUT ST CHESTNUT ST CHERRY ST DIVISION ST M4-9SR PARK ST CENTRAL AVE SHURTLEFF ST CONGRESS AVE ESSEX ST LYNN ST SUFFOLK ST 2ND ST NORTHEAST EXPY (ROUTE 1) 3RD ST 2ND ST CONGRESS AVE M4-9SR HAWTHORNE ST ESSEX ST M4-9AL SHURTLEFF ST M4-8a SUFFOLK ST M4-9bV MARGINAL ST SHAWMUT ST PROP PEDESTRIAN DETOUR ROUTE (TYP) PROP TYPE III ARRICADE W/ R9-11R SIGN (TYP) LEGEND ARLINGTON ST CHESTNUT ST CHERRY ST M4-8a PARK ST SCHOOL ST WINNISIMMET ST DIVISION ST SEE NOTE 2 SEE NOTE 3 SEE NOTE 2 PROP TYPE III ARRICADE W/ R9-11aL SIGN (TYP) CLOSE AND DETOUR REET PROP TYPE III ARRICADE W/ R9-9 SIGN (TYP) NOTES: 1. REFER TO TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS DETAIL ON SHEET 4 FOR ADDITIONAL INFORMATION. 2. REFER TO TYPICAL LOCAL ROAD CLOSURE DETAIL ON SHEET 4 FOR ADDITIONAL INFORMATION. 3. EXIST TRAFFIC SIGNAL TO OPERATE IN FLASHING MODE UNDER POLICE CONTROL FOR THE DURATION OF THIS SETUP. REET EASTOUND DETOUR FLOW ARROW REET WESTOUND DETOUR FLOW ARROW WORK AREA (PULIC ACCESS RESTRICTED) LOCAL ACCESS ONLY CLOSE AND DETOUR REET

21 HIGHLAND ST M4-8a NOTE: CONGRESS AVE M4-9SR M4-8a CLOSE AND DETOUR MARGINAL STREET CLOSE AND DETOUR MARGINAL STREET CENTRAL AVE MAVERICK ST ESSEX ST LYNN ST SUFFOLK ST SHAWMUT ST CHARLES ST DIVISION ST M4-9SR PARK ST ACCESS DETAIL ON SHEET 4 FOR ADDITIONAL INFORMATION. 1. REFER TO TYPICAL LOCAL ROAD CLOSURE WITH LOCAL 2. REFER TO TYPICAL LOCAL ROAD CLOSURE DETAIL ON SHEET 4. CONGRESS AVE ESSEX ST HAWTHORNE ST SUFFOLK ST SHURTLEFF ST MARGINAL ST PROP TYPE III ARRICADE W/ R9-11aL SIGN (TYP) PROP PEDESTRIAN DETOUR ROUTE (TYP) SEE NOTE 2 SEE NOTE 2 PROP TYPE III ARRICADE W/ R9-11aR SIGN (TYP) M4-9AL M4-9AR WINNISIMMET ST DIVISION ST LEGEND MARGINAL STREET EASTOUND DETOUR FLOW ARROW MARGINAL STREET WESTOUND DETOUR FLOW ARROW WORK AREA (PULIC ACCESS RESTRICTED) LOCAL ACCESS ONLY

22 TEMPORARY TRAFFIC CONTROL SIGN SUMMARY TEMPORARY TRAFFIC CONTROL SIGN SUMMARY 48" 36" 36" 48" WORK ZONE SPEEDING FINES DOULED END ROAD WORK DOULE FINES END AS PER MASSDOT STANDARD --- WHITE --- WHITE LACK LACK LACK LACK W4-2R 36" 36" W5-1 36" 36" SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION"; AS AMENDED LACK LACK LACK LACK SEE FHWA "STANDARD R3-1 30" 30" HIGHWAY SIGNS, WHITE RED/ LACK 2004 EDITION"; AS AMENDED LACK 36" 36" LACK LACK R3-2 30" 30" WHITE RED/ LACK LACK W20-2c 36" 36" LACK LACK R4-7b 24" 30" WHITE LACK LACK W20-3c 36" 36" LACK LACK R4-8b 24" 30" WHITE LACK LACK 36" 36" LACK LACK R7-1L 12" 18" WHITE RED RED W20-5cR 36" 36" LACK LACK R7-1R 12" 18" WHITE RED RED 36" 36" AS PER MASSDOT STANDARD LACK LACK SIDEWALK R9-9 30" 18" WHITE LACK LACK CLOSED 36" 36" LACK LACK CROSSWALK R9-9(MOD) 30" 18" WHITE LACK LACK CLOSED SEE FHWA "STANDARD M3-2 24" 12" HIGHWAY SIGNS, WHITE LACK LACK 2004 EDITION"; AS AMENDED R9-11aL 24" 12" WHITE LACK LACK M3-4 24" 12" WHITE LACK LACK R9-11aR 24" 12" WHITE LACK LACK M4-8a 24" 18" LACK LACK R9-11R 24" 12" WHITE LACK LACK M4-9AL 30" 24" LACK LACK R " 30" WHITE LACK LACK M4-9AR 30" 24" LACK LACK R11-3a 60" 30" WHITE LACK LACK 30" 24" LACK LACK W1-4L 36" 36" LACK LACK 30" 24" LACK LACK W1-4R 36" 36" LACK LACK M4-9SR 30" 24" LACK LACK W1-6L 48" 24" LACK LACK NOTES: 1. HIGH INTENSITY REFLECTIVE SHEETING SHALL E USED FOR ALL SIGNS. SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION" FOR TEXT DIMENSIONS, AS AMENDED; THE 1977 MASSHIGHWAY DEPARTMENT CONSTRUCTION AND TRAFFIC STANDARD DETAILS, AS AMENDED, FOR SIGNS AND SUPPORTS; THE MASSHIGHWAY DEPARTMENT SIGN LISTINGS 1993 EDITION, AS AMENDED; AND THE 2017 MASSDOT STANDARD SIGNS OOK, AS AMENDED. 2. ALL SIGNS SHOWN GRAPHICALLY FOR INFORMATION ONLY. SIGN VENDOR SHALL FARICATE ALL SIGNS IN ACCORDANCE WITH THE APPLICALE STANDARDS.

23 TEMPORARY TRAFFIC CONTROL SIGN SUMMARY (CONTINUED) 30" 24" SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION"; AS AMENDED LACK LACK 30" 24" LACK LACK 30" 24" LACK LACK M4-9bSL 30" 24" LACK LACK M4-9bSR 30" 24" LACK LACK M4-9bV 30" 24" LACK LACK M4-10L 48" 18" LACK M4-10R 48" 18" LACK SUPP(A) VARIES 12" LACK LACK SUPP() VARIES 12" SPRUCE ST LACK LACK SUPP(C) VARIES 12" LACK LACK NOTES: 1. HIGH INTENSITY REFLECTIVE SHEETING SHALL E USED FOR ALL SIGNS. SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION" FOR TEXT DIMENSIONS, AS AMENDED; THE 1977 MASSHIGHWAY DEPARTMENT CONSTRUCTION AND TRAFFIC STANDARD DETAILS, AS AMENDED, FOR SIGNS AND SUPPORTS; THE MASSHIGHWAY DEPARTMENT SIGN LISTINGS 1993 EDITION, AS AMENDED; AND THE 2017 MASSDOT STANDARD SIGNS OOK, AS AMENDED. 2. ALL SIGNS SHOWN GRAPHICALLY FOR INFORMATION ONLY. SIGN VENDOR SHALL FARICATE ALL SIGNS IN ACCORDANCE WITH THE APPLICALE STANDARDS.