VT Route 15 - Pearl Street Link

Transcription

1 VT Rte 2A VT Route 5 - Pearl Street Link VT Route 5 VT Route 5 VT Rte 2A VT Route 7 BEGINNING ON VT 5 (PEARL STREET) IN JUNCTION AT STATION 0+68 (MM.70) AND EXTENDING EASTERLY ALONG PEARL STREET A DISTANCE OF 2,56 FEET (0.86 MILES) TO STATION (MM 2.90). LENGTH OF ROADWAY = 2,56 FEET (0.88 MILES) LENGTH OF RIGHT-OF-WAY PROJECT = 2,235 FEET (0.23 MILES) WORK TO BE PERFORMED UNDER THIS PROJECT INCLUDES NEW S AND S, STREET LIGHTING,, PAVEMENT MARKINGS; TRAFFIC SIGNALS AND OTHER RELATED ITEMS. NOTES:. THE SIDELINES OF THE PEARL STREET ARE BASED ON LIMITED FOUND BOUNDARY EVIDENCE, VILLAGE STREET MAPS AND PLANS BY VTRANS. INDIVIDUAL PROPERTY SIDE LINES WERE LOCATED BASED ON FOUND EVIDENCE, THE ABOVE VTRANS PLANS, PROPERTY SURVEYS AND TOWN PARCEL MAPS. 3. LINES SHOWN ON THESE PLANS AS PROPERTY LINES ARE BELIEVED TO BE ACCURATE BUT SHOULD NOT BE RELIED UPON FOR PURPOSES UNRELATED TO THE VILLAGE OF JUNCTION'S ACQUISITION OF LANDS AND RIGHTS FOR THIS PROJECT. P:\20\9\dwg\9-50 ROW Title.dwg, 6/0/205 2:2:6 PM, : ACCEPTED FUNDING ASSISTANCE FOR THIS PROJECT IS BEING FURNISHED BY THE FHWA AND THE VILLAGE OF JUNCTION VILLAGE OF JUNCTION VILLAGE MANAGER DATE APRIL 22, 205 Morse Drive, Essex, VT

2 TABLE OF REVISIONS PARCEL GRANTOR SHEET BEGINNING STATION ENDING STATION TAKING (IN S.F.) RIGHTS TITLE TAKEN DATE TOWN OR CITY RECOED BK. PG. REVISION SHEET DESCRIPTION OF REVISION HAUKE BUILDING SUPPLY, INC. INCLUDES RIGHT TO INSTALL AND MAINTAIN ALL TRAFFIC SIGNAL EQUIPMENT. CHAMPLAIN VALLEY EXPOSITION, INC. HAUKE BUILDING SUPPLY, INC. INCLUDES RIGHT TO INSTALL AND MAINTAIN ALL TRAFFIC SIGNAL EQUIPMENT HIGHLAND VILLAGE () CONDOMINIUM OWNERS' ASSOCIATION, INC. PEARL STREET PARTNERS LLC INCLUDES RIGHT TO INSTALL AND MAINTAIN ALL TRAFFIC SIGNAL EQUIPMENT SOTOS N. PAPASERAPHIM & MARIA S. PAPASERAPHIM BERNA VALLEY SALLI GRIGGS TAMELA L. ROSS-LITTLE EDWA P. PANTZAR & KATHLEEN M. PANTZAR DRIVE (T) WESCO, INC THE MERCHA BANK NGUYEN V. NGUYEN & HONG LE NGUYEN NEIL P. MACGILLIVRAY & DEBORAH D. CARLIN INCLUDES RIGHT TO INSTALL AND MAINTAIN ALL TRAFFIC SIGNAL EQUIPMENT STEVEN R. DUCHAM & JULIE B. STARR LANDSCAPE (T) INCLUDES RIGHT TO REMOVE TREE AND TO PLANT NEW TREE ELIZABETH J. ADAMS & JILL HOPPENJANS LANDSCAPE (T) INCLUDES RIGHT TO PLANT NEW TREE MICHAEL E. GODIN & HEIDI A. GODIN UTILITY (P) INCLUDES RIGHT TO INSTALL & MAINTAIN UTILITY POLE GUY WIRE BEVERLY H. MORRISON REVOCABLE TRUST CARLA ROMEO TROMBLY & THOMAS T. TROMBLY INCLUDES RIGHT TO INSTALL AND MAINTAIN ALL TRAFFIC SIGNAL EQUIPMENT DAISY VALGOI INCLUDES RIGHT TO INSTALL AND MAINTAIN ALL TRAFFIC SIGNAL EQUIPMENT DANNY B. CASSELMAN CHARLES N. PERKINS & JANET B. PERKINS GARY P. TOMLINSON UTILITY (P) INCLUDES RIGHT TO INSTALL & MAINTAIN UTILITY POLE GUY WIRE APRIL 22, 205 HOLDINGS, LLC BEVERLY H. MORRISON REVOCABLE TRUST Essex Junction STP 5300() VT Route 5 - Pearl Street Link P:\20\9\dwg\9-5 ROW AT.dwg, 6/0/205 2:22:58 PM, : MARTHA F. SHEEHEY & MIRIAM L. SHEEHEY 27 0 (T) (P) (P) TEMPORARY EASEMENT PERMANENT EASEMENT CONSTRUCTION EASEMENT EASEMENT 2+09 LT 2+76 LT 259 S.F LT 2+39 LT S.F. 2+3 LT 2+76 LT 5 S.F. DRIVE (P) DRIVE (T) CUL. (P) DR. (P) DRIVE EASEMENT DRIVE EASEMENT CULVERT RIGHT DRAINAGE RIGHT Morse Drive, Essex, VT Williston Road, Suite 03 Williston., VT RIGHT-OF-WAY ACQUISITION TABLE (SHEET #5)

3 TABLE OF REVISIONS PARCEL GRANTOR SHEET BEGINNING STATION ENDING STATION TAKING (IN S.F.) RIGHTS TITLE TAKEN DATE TOWN OR CITY RECOED BK. PG. REVISION SHEET DESCRIPTION OF REVISION LT 22+ LT 337 S.F LT 2+83 LT S.F LT 6 S.F EMIR HECO CHAMPLAIN HOUSING TRUST RALPH KOEHRING & MARYANNA KOEHRING DONALD R. STEWART & ANNE STEWART DONALD A. MAJKERCIK & PATRICIA S. NOLIN RAYMOND H. REYNOLDS FAMILY TRUST & KATHERINE S. REYNOLDS FAMILY TRUST APRIL 22, 205 Essex Junction STP 5300() VT Route 5 - Pearl Street Link P:\20\9\dwg\9-52 ROW AT.dwg, 6/0/205 2:23:38 PM, : (T) (P) (P) TEMPORARY EASEMENT PERMANENT EASEMENT CONSTRUCTION EASEMENT EASEMENT DRIVE (P) DRIVE (T) CUL. (P) DR. (P) DRIVE EASEMENT DRIVE EASEMENT CULVERT RIGHT DRAINAGE RIGHT Morse Drive, Essex, VT Williston Road, Suite 03 Williston., VT RIGHT-OF-WAY ACQUISITION TABLE (SHEET #52)

4 / IN/FT 36' 8' 8' / IN/FT / IN/FT ' ' ' / IN/FT 20. / IN/FT NEW SAWCUT EX. PAVEMENT FT SAWCUT EX. PAVEMENT FT NEW STA 0+68 TO STA 02+3 STA 3+00 TO STA 3+50 / IN/FT 20. / IN/FT 3. ' ' 3. ' / IN/FT 20. / IN/FT ' 20. / IN/FT 3. ' SAWCUT EX. PAVEMENT FT NEW NEW SAWCUT EX. PAVEMENT FT SAWCUT EX. PAVEMENT FT NEW STA 02+3 TO STA STA 3+50 TO STA 6+25 P:\20\9\dwg\9-53 ROW TYP SECTIONS.dwg, 6/0/205 2:25:23 PM, : MATCH LOCATION OF BACK EDGE OF NEW NEW 7' / IN/FT / IN/FT 20. / IN/FT SAWCUT EX. PAVEMENT FT STA TO STA STA TO STA / IN/FT SAWCUT EX. PAVEMENT FT 20. / IN/FT SAWCUT EX. PAVEMENT FT ' ' ' ' NEW NEW ' NEW NOTES 3. / IN/FT 20. / IN/FT SAWCUT EX. PAVEMENT FT. BITUMINOUS PAVEMENT SHALL BE 75 BLOW MARSHALL MIX WITH PG PERFORMANCE GRADED BINDER. 2. SAWCUT OF SHALL BE INCIDENTAL TO ALL EXCAVATION ITEMS (TYP). 3. SHIM ROADWAY WITH SHIM PAVEMENT AS DIRECTED BY THE ENGINEER PRIOR TO PLACEMENT OF FINAL OVERLAY.. TACK COAT: EMULSIFIED ASPHALT SHALL BE APPLIED: a) AT A RATE OF 0.05 GAL/SY BETWEEN SUCCESSIVE COURSES OF PAVEMENT, AND b) AT A RATE OF 0.08 GAL/SY ON MILLED SURFACES. ' 5. EMULSIFIED ASPHALT SHALL BE APPLIED TO NEW FACES, EDGES AND EDGES AT THE RATE OF 0.0 GAL/SY. APPLY UNDER PRESSURE OR WITH A NEW BRUSH. OLD OR DRIED OUT BRUSHES SHALL NOT BE USED. TRANSITION FROM ' TO 39' STA 6+25 TO STA 7+0 TRANSITION FROM 20. TO 8.5 / IN/FT SAWCUT EX. PAVEMENT FT Morse Drive, Essex, VT TYPICAL SECTIONS NEW APRIL 22, 205 Essex Junction STP 5300() VT Route 5 - Pearl Street Link 5399 Williston Road, Suite 03 Williston., VT AS NOTED (SHEET #53)

5 ' 3. ' / IN/FT 20. / IN/FT 39' 8. / IN/FT 3. / IN/FT 8' 8' 36' / IN/FT NEW (BY OTHERS) NEW (ENDS AT STA 2+78) SAWCUT EX. PAVEMENT FT STA 7+0 TO STA 7+65 SAWCUT EX. PAVEMENT FT NEW (ENDS AT STA 22+26) STA 2+78 TO STA ' 3. / IN/FT 20. / IN/FT 39' 8. / IN/FT 3. NEW SAWCUT EX. PAVEMENT FT STA 7+65 TO STA 22+0 SAWCUT EX. PAVEMENT FT NEW (ENDS AT STA RT) P:\20\9\dwg\9-5 ROW TYP SECTIONS.dwg, 6/0/205 2:26:9 PM, : NEW 3. / IN/FT 20. / IN/FT SAWCUT EX. PAVEMENT FT 39' STA 22+0 TO STA / IN/FT NOTES. BITUMINOUS PAVEMENT SHALL BE 75 BLOW MARSHALL MIX WITH PG PERFORMANCE GRADED BINDER. 2. SAWCUT OF SHALL BE INCIDENTAL TO ALL EXCAVATION ITEMS (TYP). 3. SHIM ROADWAY WITH SHIM PAVEMENT AS DIRECTED BY THE ENGINEER PRIOR TO PLACEMENT OF FINAL OVERLAY.. TACK COAT: EMULSIFIED ASPHALT SHALL BE APPLIED: a) AT A RATE OF 0.05 GAL/SY BETWEEN SUCCESSIVE COURSES OF PAVEMENT, AND b) AT A RATE OF 0.08 GAL/SY ON MILLED SURFACES. 5. EMULSIFIED ASPHALT SHALL BE APPLIED TO NEW FACES, EDGES AND EDGES AT THE RATE OF 0.0 GAL/SY. APPLY UNDER PRESSURE OR WITH A NEW BRUSH. OLD OR DRIED OUT BRUSHES SHALL NOT BE USED. APRIL 22, 205 Essex Junction STP 5300() VT Route 5 - Pearl Street Link Morse Drive, Essex, VT TYPICAL SECTIONS 5399 Williston Road, Suite 03 Williston., VT AS NOTED 5 (SHEET #5)

6 NOTE: SUBBASE MATERIALS SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY USING THE STANDA PROCTOR TEST, ACCOING TO ASTM D698. DRIVEWAY MATCH DRIVEWAY WIDTH (2' MIN.) TO REMAIN SAWCUT DRIVEWAY PAVEMENT BITUMINOUS PAVEMENT - 2" TYPE IV RESIDENTIAL DRIVES, 3" TYPE III COMMERCIAL DRIVES - UNLESS OTHERWISE SPECIFIED ' BREAK IN GRADE WHERE SPECIFIED ON CROSS SECTIONS OR AS DIRECTED BY THE ENGINEER ' ALL JOI SHALL BE THOROUGHLY CLEANED AND COATED WITH EMULSIFIED ASPHALT PRIOR TO PAVING '-0" MIN. SMOOTH SAW CUT BITUMINOUS PAVEMENT PRIOR TO PAVING NEW PAVEMENT THICKNESS TO MATCH THICKNESS OF PAVEMENT OR A MINIMUM OF 3" OF TYPE III OVER " OF TYPE II BASE COURSE, WHICHEVER IS GREATER. ON ONE OR BOTH SIDES DRIVEWAY SLOPE NEW NEW BIT. CONC. BREAK IN GRADE AS NEEDED SEE CROSS SECTIONS EDGE OF RIGHT-OF-WAY SLOPE SUBBASE MATCH THICKNESS OF GRAVEL SUBBASE OR 8" MIN. DENSE GRADED CRUSHED STONE BACK EDGE OF WALK, 5 INCH FRONT EDGE OF WALK EDGE OF PAVED DRIVEWAY APRON 7" REVEAL DEPRESSED " REVEAL (DRIVEWAY WIDTH + 3 FT) ' ' PAY LIMITS 8" (COMMERCIAL DRIVES) DRIVEWAY CENTERLINE ' - 0" - SEE PLANS, 5 INCH 2" CRUSHED GRAVEL SUBBASE (FINE GRADED) TOP OF 7" REVEAL EDGE OF ROADWAY / IN/FT " TOPSOIL SECTION A-A 2.0% MAX. BITUMINOUS PAVEMENT 2" TYPE IV RESIDENTIAL DRIVES, 3" TYPE III COMMERCIAL DRIVES UNLESS OTHERWISE SPECIFIED, 5 INCH 8" CRUSHED GRAVEL SUBBASE (FINE GRADED) UNDER. SET UP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL DEVICES IN ACCOANCE WITH THE MUTCD. 2. RESHAPE HOLE AND PATCH AREA BY CUTTING WITH SAW INTO A SQUARE OR RECTANGULAR SHAPE. CUT SIDE FACES VERTICALLY. RESHAPE DOWNWA TO SOLID MATERIAL AND AROUND HOLE TO SOLID PAVEMENT. 3. BACKFILL TRENCH IN 6" LIFTS AND COMPACT EACH LIFT TO 95% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698 STANDA PROCTOR.. REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE HOLE AREA CLEAN OF MUD AND STANDING WATER. 5. APPLY LIQUID EMULSION (RS-) TO VERTICAL FACES IN A UNIFORM MANNER. DO NOT PUDDLE EMULSION ON BOTTOM OF THE HOLE. TRENCH EXCAVATION 6. PLACE BASE COURSE PAVEMENT AND COMPACT IN LIFTS OF NO MORE THAN 2" THICKNESS. EACH LIFT SHALL BE COMPACTED WITH A VIBRATORY ROLLER OR VIBRATORY PLATE COMPACTOR. 7. FILL TOP OF HOLE WITH WEAR COURSE BITUMINOUS PAVEMENT. THE FINAL LIFT SHOULD BE /2" TO " ABOVE ADJOINING PAVEMENT BEFORE COMPACTION SO THAT AFTER COMPACTION THERE IS A SLIGHT CROWN. THE FINAL LIFT SHOULD BE THOROUGHLY COMPACTED WITH A VIBRATORY ROLLER. A VIBRATORY PLATE COMPACTOR HAND TAMP SHOULD ONLY BE USED FOR SMALL AREAS (LESS THAN SF). 8. CLEAN UP AREA. DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT. REMOVE SAFETY SIGNS AND DEVICES. TYPICAL DRIVEWAY DETAIL SECTION B-B BITUMINOUS PAVEMENT REPLACEMENT GENERAL CONSTRUCTION SPECIFICATIONS. ALL WORK AND MATERIALS SHALL BE IN ACCOANCE WITH THE LATEST VERMONT AGENCY OF TRANSPORTATION STANDA SPECIFICATIONS FOR CONSTRUCTION 20, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2009 EDITION), THE VILLAGE OF JUNCTION LAND DEVELOPMENT CODE REQUIREME AND THESE PLANS. 2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY DIG SAFE AND THE VILLAGE OF JUNCTION PUBLIC WORKS DEPT. PRIOR TO ANY EXCAVATION. 3. UTILITIES INFORMATION SHOWN HEREON WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO THE NEAREST SOURCE THROUGH COOINATION WITH UTILITY OWNER.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZA. WHERE AND WHEN DEEMED NECESSARY BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER OR SWEEP ROADS WITH A POWER BROOM (TYPE I) AS DUST CONTROL. 5. CONSTRUCTION OBSERVATION AND CERTIFICATION WILL BE PERFORMED BY THE RESIDENT ENGINEER. L&D WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM FAILURE TO FOLLOW THESE PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY AND ANY CHANGES MADE IN THE PLANS AND SPECIFICATIONS OR IN THE CONSTRUCTION OF THE PROPOSED IMPROVEME WITHOUT L&D's PRIOR KNOWLEDGE AND CONSENT, " TYPE II PAVEMENT PLACED IN 2" LIFTS 2" TYPE III PAVEMENT BASE COURSE PRIOR TO PAVING NEW BASE COURSE, CLEAN JOI AND COAT WITH EMULSIFIED ASPHALT 2" TYPE III PAVEMENT WEAR COURSE OVERLAY 2" 7" OR MATCH REVEAL S=/3"/FT. TYPICAL SECTION TYPE B 2" CRUSHED GRAVEL SUBBASE #70.05A COARSE GRADED " TOPSOIL, TYP. PAID AS " TOPSOIL, TYP. ITEM 65.35, 5 INCH 6" S = 0.02 (MAX.) 8" CRUSHED GRAVEL SUBBASE #70.05A FINE GRADED MATCH GRADE TYPICAL SECTION 2" -/" TYPE III BITUMINOUS WEARING COURSE -3/" TYPE III BITUMINOUS BASE COURSE 3" CRUSHED GRAVEL #70.05A FINE GRADED TYPICAL 2" THICK PORTLAND CEMENT ACROSS DRIVE DETAIL (MAX.) 2" 2" 2",000 PSI P:\20\9\dwg\9-55 ROW TYP SECTIONS & DET.dwg, 6/0/205 2:26:58 PM, : 6. HEALTHY TREES SHOWN ON THE LAYOUT PLAN TO BE SAVED SHALL BE PROTECTED BY THE CONTRACTOR. (ITEM TREE PROTECTION) CONSTRUCTION NOTES. AND COLORED/TEXTURED SHALL BE CAST IN 00 FOOT SECTIONS. THERE WILL BE NO EXPANSION JOI. CONNECTION TO AND BETWEEN 00 FOOT SECTIONS SHALL BE ACCOMPLISHED UTILIZING 8" X 5/8" SMOOTH DOWELS PLACED FOOT ON CENTER ( DOWELS FOR A FIVE FOOT WIDE ) CENTERED AT JOI. DOWELS SHALL BE INSTALLED TO ALLOW LONGITUDINAL EXPANSION AND CONTRACTION AT THE JOINT. THE WALK SHALL BE GROOVED WITH A FALSE JOINT EVERY 5 FEET. 2. PAYMENT FOR ALL DOWELS AND INSTALLATION SHALL BE INCIDENTAL TO ITEM SPECIAL PROVISION (COLORED, TEXTURED ) AND THE PORTLAND CEMENT ITEMS. 3. UPON PLACEMENT OF THE, THE CONTRACTOR SHALL APPLY A CURING / SEALING COMPOUND. THE COMPOUND SHALL BE ON THE VTRANS PRE-APPROVED PRODUCTS LIST. THE COMPOUND SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS. PAYMENT FOR THIS CURING COMPOUND SHALL BE INCIDENTAL TO THE PORTLAND CEMENT AND SPECIAL PROVISION (COLORED, TEXTURED ) ITEMS. THE DIFFERENCE IN COST BETWEEN TREATING THE WITH THE STANDA VTRANS APPROVED CURING COMPOUND AND CERT-VEX AC 35, AS MANUFACTURED BY VEXON CHEMICALS, INC., SHALL BE PAID AS A NON- PARTICIPATING BID ALTERNATE UNDER SPECIAL PROVISION ITEM (ALTERNATE CURING COMPOUND ADDITIONAL COST). 5" THICK BRICK RED COLORED, TEXTURED WIDTH 8" x 5/8" SMOOTH DOWELS PLACED 3 FEET ON CENTER 8" CRUSHED GRAVEL SUBBASE #70.05A FINE GRADED ASPHALT TREATED FELT TO BE USED BETWEEN TEXTURED AND. TEXTURED, COLORED /2" RADIUS 0" FINISH GRADE 2'-0" T A P E R INSTALL AT ALL ENDS OF NEW SECTIONS (NOT FOR RAMPS) END TAPER 2' DRIVEWAY WIDTH + 3 FT. 2' 2" RADIUS (TYP.) " REVEAL UNLESS OTHERWISE SPECIFIED OR DIRECTED BY THE ENGINEER TYPICAL DRIVEWAY CUT 7" 8" FINISH GRADE FINISH GRADE APRIL 22, 205 Essex Junction STP 5300() VT Route 5 - Pearl Street Link Morse Drive, Essex, VT TYPICAL SECTIONS & DETAILS 5399 Williston Road, Suite 03 Williston., VT AS NOTED 6 (SHEET #55)

7 APRIL 22, 205 P:\20\9\dwg\9-56 ROW PLAN-0.dwg, 6/0/205 2:27:7 PM, : ITEM COLD PLANING, BITUMINOUS PAVEMENT STA LT & RT ITEM BITUMINOUS PAVEMENT STA LT & RT ITEM REMOVAL OF STA LT STA RT STA LT STA RT ITEM CAST-IN-PLACE, TYPE B STA LT STA RT STA LT STA RT STA LT STA RT STA LT STA RT STA LT STA RT STA LT ITEM PORTLAND CEMENT, 5 INCH STA LT STA RT STA LT STA RT ITEM DETECTABLE WARNING SURFACE STA LT STA RT STA LT STA 02+6 RT STA 03+0 LT STA RT STA 03+2 RT ITEM EXCAVATION OF SURFACES AND PAVEME STA LT STA RT STA LT ITEM ADJUST ELEVATION OF VALVE BOX STA LT ITEM SPECIAL PROVISION (STREET LIGHT) STA 03+8 LT STA RT STA 0+73 LT STA 0+25 RT STA LT STA RT STA RT Essex Junction STP 5300() VT Route 5 - Pearl Street Link Morse Drive, Essex, VT Williston Road, Suite 03 Williston., VT RIGHT OF WAY PLAN " = 20' 7 (SHEET #56)

8 P:\20\9\dwg\9-57 ROW PLAN-02.dwg, 6/0/205 2:28:5 PM, : ITEM COLD PLANING, BITUMINOUS PAVEMENT STA LT & RT ITEM BITUMINOUS PAVEMENT STA LT & RT ITEM REMOVAL OF STA LT STA RT STA LT STA RT STA LT STA RT STA RT STA RT ITEM CAST IN PLACE, TYPE B STA LT STA RT STA LT STA RT STA LT STA LT ITEM PORTLAND CEMENT, 5 INCH STA LT STA RT STA LT STA RT STA LT STA RT STA LT STA RT ITEM PORTLAND CEMENT, 8 INCH STA LT STA RT STA RT ITEM DETECTABLE WARNING SURFACE STA LT STA LT STA + LT STA +83 LT ITEM EXCAVATION OF SURFACES AND PAVEME STA LT STA RT STA LT STA RT STA LT STA RT STA RT STA RT ITEM ADJUST ELEVATION OF VALVE BOX STA 07+ LT STA 08=53 LT STA 0+36 LT STA +57 LT ITEM SPECIAL PROVISION (STREET LIGHT) STA LT STA 06+5 RT STA LT STA RT STA LT STA RT STA 09+3 LT STA RT STA 0+2 LT STA 09+6 RT STA + LT STA 0+33 RT STA +97 LT STA +23 RT APRIL 22, 205 Essex Junction STP 5300() VT Route 5 - Pearl Street Link Morse Drive, Essex, VT Williston Road, Suite 03 Williston., VT RIGHT OF WAY PLAN " = 20' 8 (SHEET #57)

9 P:\20\9\dwg\9-58 ROW PLAN-03.dwg, 6/0/205 2:29:3 PM, : ITEM 20.0 COLD PLANING, BITUMINOUS PAVEMENT STA LT & RT ITEM BITUMINOUS PAVEMENT STA LT & RT ITEM REMOVAL OF STA LT STA RT STA LT STA RT STA LT STA LT STA LT ITEM CAST IN PLACE, TYPE B STA LT STA RT STA LT STA RT STA RT ITEM PORTLAND CEMENT, 5 INCH STA LT STA RT STA LT STA RT STA RT STA RT STA RT ITEM PORTLAND CEMENT, 8 INCH STA RT STA RT ITEM DETECTABLE WARNING SURFACE STA 3+69 LT STA 3+20 RT STA +87 LT STA 3+68 RT STA 5+32 LT STA 7+50 RT STA 7+83 RT ITEM EXCAVATION OF SURFACES AND PAVEME STA LT STA RT STA LT STA RT STA RT STA RT ITEM SPECIAL PROVISION (STREET LIGHT) STA 2+87 LT STA 2+ RT STA 3+90 LT STA 2+99 RT STA +70 LT STA +9 RT STA 5+55 LT STA 5+28 RT STA 6+3 LT STA 5+98 RT STA 7+3 LT STA 6+68 RT STA 7+38 RT ITEM ADJUST ELEVATION OF VALVE BOX STA 2+50 LT STA 6+5 RT STA 3+32 LT STA 7+8 RT STA 3+6 LT STA 7+72 RT STA 3+69 LT STA +23 LT STA +9 LT STA 5+3 LT STA 5+39 LT STA 6+20 LT STA 7+ LT 35 BIKE LANE EXIT RAMP DETAIL 8' 8' DEPRESSED FLUSH WITH NEW PAVEMENT 8.33% SLOPE DOWN (TYP) APRIL 22, 205 Essex Junction STP 5300() VT Route 5 - Pearl Street Link Morse Drive, Essex, VT Williston Road, Suite 03 Williston., VT RIGHT OF WAY PLAN " = 20' 9 (SHEET #58)

10 P:\20\9\dwg\9-59 ROW PLAN-0.dwg, 6/0/205 2:30:23 PM, : ITEM COLD PLANING, BITUMINOUS PAVEMENT STA LT & RT ITEM BITUMINOUS PAVEMENT STA LT & RT ITEM CAST IN PLACE, TYPE B STA LT STA RT STA LT ITEM 66. REMOVAL OF STA LT STA RT STA LT STA RT STA LT STA RT STA LT STA RT STA LT ITEM PORTLAND CEMENT, 5 INCH STA LT STA RT STA LT STA RT STA RT STA RT ITEM PORTLAND CEMENT, 8 INCH STA RT STA RT STA RT ITEM DETECTABLE WARNING SURFACE STA 22+5 LT STA 22+ RT STA 22+8 LT ITEM EXCAVATION OF SURFACES AND PAVEME STA LT STA RT STA LT STA RT STA LT ITEM ADJUST ELEVATION OF VALVE BOX STA 8+6 LT STA 8+26 RT STA 9+7 LT STA 8+9 RT STA LT STA 8+82 RT STA 2+5 LT STA 20+0 RT STA 2+22 RT STA RT STA RT STA RT STA RT ITEM SPECIAL PROVISION (STREET LIGHT) STA 8+ LT STA 8+3 RT STA 8+97 LT STA 8+98 RT STA 9+83 LT STA 9+82 RT STA LT STA RT STA 2+5 LT STA 2+5 RT STA 23+2 LT STA 23+3 RT APRIL 22, 205 Essex Junction STP 5300() VT Route 5 - Pearl Street Link Morse Drive, Essex, VT Williston Road, Suite 03 Williston., VT RIGHT OF WAY PLAN " = 20' 0 (SHEET #59)

11 APRIL 22, 205 P:\20\9\dwg\9-60 ROW PLAN-05.dwg, 6/0/205 2:3:07 PM, : ITEM COLD PLANING, BITUMINOUS PAVEMENT STA LT & RT ITEM BITUMINOUS PAVEMENT STA LT & RT ITEM REMOVAL OF STA LT ITEM CAST IN PLACE, TYPE B STA LT ITEM PORTLAND CEMENT, 5 INCH STA LT ITEM DETECTABLE WARNING SURFACE STA 2+75 LT ITEM ADJUST ELEVATION OF VALVE BOX STA 23+8 LT STA 2+72 LT ITEM SPECIAL PROVISION (STREET LIGHT) STA RT STA LT STA 2+70 LT Essex Junction STP 5300() VT Route 5 - Pearl Street Link Morse Drive, Essex, VT Williston Road, Suite 03 Williston., VT RIGHT OF WAY PLAN " = 20' (SHEET #60)