SOUTH MAIN STREET ROUTE 28

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Wesley Gilmore
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1 PLOTTED 10/0/016 10:4:46 AM \\vhb\proj\worcester\ \cad\ts\planmisc\aerial Crossing\Aerial Crossing Plan View.dwg 1 0 NO REVISIONS AND RECORD OF ISSUE HORIZ. SCALE VERT. SCALE ROUTE 8 ENGINEER CHECKED WCN RELIABILITY PROJECT SECTION DESCRIPTION: LINE , WALPOLE TO WEST WALPOLE PROJECT DRAWING NUMBER REV PLAN VIEW DRAWN CODE N/A TRANSMISSION N/A 10/0/016 CROSSING - AREA PAGE 1 OF

2 PLOTTED 10/0/016 10:4:46 AM \\vhb\proj\worcester\ \cad\ts\planmisc\aerial Crossing\Aerial Crossing Profile View\State Road Crossings\SHEET.dwg S A B C D E F 1 0 NO ROCKS AVON DRIVEWAY PILE ROCKS HIGHLAND TERRACE HIGHLAND TERR. DRIVEWAY LANE CRICKETT REVISIONS AND RECORD OF ISSUE 00.0 FT. 0.0 FT. HORIZ. SCALE VERT. SCALE CONDUCTOR: 795 KCMIL ACSR 54/7 STA 146 TERMINAL TO STR 1B: 4,000 LBS, NESC HEAVY STR 1B TO STR 145-1B: 6,000 LBS NESC HEAVY STR 145-1B TO STA 447 TERMINAL:,000 LBS NESC HEAVY ALL SHOWN AT 84 DEGREES F ENGINEER STATIC WIRE: NOT SHOWN N/A TRANSMISSION CHECKED N/A DRAWN CODE 10/0/016 WCN RELIABILITY PROJECT SECTION DESCRIPTION: LINE , WALPOLE TO WEST WALPOLE CROSSING - AREA PROJECT DRAWING NUMBER REV LINE PROFILE R/W 4 WALPOLE TLP - LINE PAGE OF STATION 1000 TO ROUTE 8 AVON STOUGHTON A B C D E F

3 STOUGHTON CHAPIN CIRCLE PROP WORK ZONE LOCATION # SCALE: 1" = 50' NSTAR TRANSMISSION R.O.W. UNION STREET CENTER STREET SOUTH STREET HOLBROOK

Site 5 6 4 N 1 LOCUS MAP SCALE: 1" = 6000' S MAIN STREET (ROUTE 8) CHAPIN CIRCLE PROP WORKZONE LOCATION #1 TRAFFIC FLOW ARROW (TYP) 1.

4 Site N 1 LOCUS MAP SCALE: 1" = 6000' S MAIN STREET (ROUTE 8) CHAPIN CIRCLE PROP WORKZONE LOCATION #1 TRAFFIC FLOW ARROW (TYP) 1. REFER TO TTCP GENERAL NOTES & LEGEND ON SHEET OF FOR ADDITIONAL INFORMATION.. REFER TO TTCP TYPICAL DETAILS ON SHEET OF FOR ADDITIONAL INFORMATION. LOU COURTNEY DRIVE

5 TEMPORARY TRAFFIC CONTROL PLAN GENERAL NOTES 1. ALL CONSTRUCTION SIGNING, TEMPORARY TRAFFIC CONTROL DEVICES, AND ROADSIDE ELEMENTS SHALL CONFORM WITH THE LATEST VERSION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), WITH MASSACHUSETTS STATE AMENDMENTS. AS AMENDED; 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 50 OR THE AASHTO MANUAL FOR ASSESSING SAFETY HARDWIRE (MASH). TEMPORARY TRAFFIC CONTROL SETUPS SUMMARY LOCATION # TOWN LOCATION TYPICAL DETAILS #1, MA AT FITCH TERRACE - WEST SIDE - TYPICAL TWO WAY STREET LANE SHIFT - LOCAL. ALL TEMPORARY PEDESTRIAN PATHWAYS SHALL COMPLY FULLY WITH ALL REQUIREMENTS OF THE LATEST VERSION OF THE MUTCD AND ALL APPLICABLE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (MAAB) AND AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) REQUIREMENTS AS AMENDED.. WORK HOURS SHALL BE AS STATED IN THE APPROVED PERMIT ISSUED BY MASSDOT. WORK SHALL NOT AFFECT TRAFFIC PATTERNS DURING PEAK TRAFFIC PERIODS. PEAK TRAFFIC PERIODS ON MASSDOT ROADWAYS ARE DEFINED AS MONDAY THRU FRIDAY 6:00AM-9:00AM AND :00PM-7:00PM. LEGEND 4. ALL DRUMS AND CONES 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, ROADWAY GRADING, AND TEMPORARY PAVEMENT FOR PASSAGE OF PEDESTRIANS, VEHICULAR AND EMERGENCY TRAFFIC THROUGH THE WORK AREAS, BOTH DURING AND AFTER WORK HOURS, TO MAINTAIN ACCESS. 5. TRAFFIC CONTROL DEVICES AND SIGNS SHALL BE COVERED OR REMOVED DURING NON-WORKING HOURS WHEN NOT IN USE. REFLECTORIZED DRUM REFLECTORIZED DRUM W/ TYPE A LIGHT (SEE NOTE 17) TRAFFIC FLOW ARROW ARROW BOARD (AB) LEFT/RIGHT 6. ALL TRAFFIC CONES/DRUMS OUTSIDE OF TAPERS SHALL BE SET AT 0' ON CENTER MAX. UNLESS OTHERWISE NOTED OR ADJUSTED BY THE ENGINEER. TEMPORARY TRAFFIC CONTROL SIGN NOT TO SCALE 7. 6" HEIGHT (MIN) CONES MAY BE USED IN LIEU OF DRUMS OUTSIDE OF TAPERS. REFLECTORIZED CONE PEDESTRIAN DETOUR ROUTE 8. 11' MINIMUM LANE WIDTHS SHALL BE MAINTAINED UNLESS OTHERWISE NOTED ON THE PLANS. 9. SIGNS INSTALLED ON PORTABLE STANDS REQUIRE 1 INCH MINIMUM MOUNTING HEIGHT FROM THE ROADWAY SURFACE TO THE BOTTOM OF THE SIGN. 10. SIGNS INSTALLED ON PORTABLE STANDS PLACED AMONG CHANNELIZATION DEVICES REQUIRE A 6 INCH MINIMUM MOUNTING HEIGHT FROM THE ROADWAY SURFACE TO THE BOTTOM OF THE SIGN. WORK ZONE PUBLIC ACCESS RESTRICTED TYPE III BARRICADES EXISTING TRAFFIC SIGNAL POLICE OFFICER BATWING BARRIER DETAIL (BY OTHERS) SCALE: N.T.S. 11. SIGNS MOUNTED ON POSTS REQUIRE A MINIMUM 84 INCH MOUNTING HEIGHT FROM THE ROADWAY OR SIDEWALK SURFACE TO THE BOTTOM OF THE SIGN. 1. RETAIN ALL EXISTING SIGNS UNLESS OTHERWISE NOTED. 1. GRADE SEPARATIONS IN EXCESS OF " DURING NON-WORKING HOURS WILL REQUIRE DELINEATION BY USE OF DRUMS. 14. EXCAVATION EDGES IN EXCESS OF 4" DEEP SHALL BE PROTECTED DURING NON-WORK HOURS BY BACKFILLING WITH A WEDGE OF GRAVEL OR SOIL TO COMPACTED 4:1 SLOPE. OPERATIONAL SIGNING 15. CONTRACTOR SHALL SECURE ALL WORK AREAS AT ALL TIMES TO PREVENT UNAUTHORIZED ACCESS. 16. THE FIRST 5 DRUMS ON TAPERS SHALL HAVE TYPE A LIGHTS. 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. R-10e SEE NOTE 4 W1-4R W1-4R W5-1 R-10a W0-1c DYCL 10' O.C. 10' O.C. 10' (TYP) 10' (TYP) W DYCL FOR POSTED SPEEDS OF 40 MPH OR LESS WS L= 60 LANE TAPER LENGTH FORMULAS L=TAPER LENGTH IN FEET W=WIDTH OF ROADWAY TO BE SHIFTED OR REDIRECTED IN FEET S=POSTED SPEED LIMIT IN MPH W0-1c R-10a 50' 150' W W5-1 W1-4L 50' 50' L/ = 150' BUFFER WORK AREA (SEE NOTE 1) (SEE NOTE ) 100' L/ = 150 (SEE NOTE 1) R-10e 50' 50' 150' 50' FOR POSTED SPEEDS GREATER THAN 40 MPH L= WS L=TAPER LENGTH IN FEET W=WIDTH OF ROADWAY TO BE SHIFTED OR REDIRECTED IN FEET S=POSTED SPEED LIMIT IN MPH 1. SEE TAPER LENGTH FORMULA. TAPER LENGTH CALCULATED AT 5 MPH FOR 14' LANE SHIFT. SEE BUFFER SPACING TABLE.. SEE TTCP GENERAL NOTES FOR ADDITIONAL INFORMATION. 4. POLICE DETAIL PROVIDED TO MAINTAIN ACCESS TO/FROM. BUFFER SPACING TYPICAL TWO WAY STREET LANE SHIFT - LOCAL NOT TO SCALE SPEED (MPH) DISTANCE (FEET) ALLSIGNSSHOWNGRAPHICALLYFORINFORMATIONONLY.SIGNVENDORSHALLFABRICATEALLSIGNSINACCORDANCEWITHTHEAPPLICABLESTANDARDS.

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

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