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A communication transmitted from Louis A. DePasquale, City Manager, relative to a request that the City Council authorize the City Manager to enter an agreement with the Town of Watertown for the purpose of performing sidewalk reconstruction work on a portion of Belmont Street that is located in Watertown

CMA 2021 #91·Council meeting Apr 26, 2021·3 pages·📄 Original PDF (city portal)

⚠ This document is a scan; its text was recovered by optical character recognition and may contain errors. The original PDF is authoritative.

58-10 MORUMPEDA SY NOTEC 4P 255 L01 924 SEE SHEET C-1.1-C-1.2 FOR TYPICAL SECTIONS AND MAP 259 CONSTRUCTION DETAILS; SHEET C-6.0 887-89 BELMONT SI CONTRACTOR SHALL ADJUST EXISTING UTILITY COVERS AND CADINGS IU KE-GRADED SURFACES. IHE CONIRAGIUK IO COUKDINAIE WIIH RESPECIVE ELMONT ST VILHIES COMPANIES FOR ELMONT ST. SLOT 70 GASHIELECOM CABLE ELECIRC BA PAN EDWARD T. STREET SULLIVAN ROAD ALL VERTICAL GRANITE CURBING WITHIN WORK MITS NORUMBEGA MAJ MATCH EXISTING ROADWAY AND PROP NORUMBEGA ST BASELINE: SHALL BE REMOVED AND STORED FOR FUTURE RESET ON THE PROJECT, AS APPROVED BY THE ENGINEER. LIMIT OF WORK BE APPROVED - PROP SULLIVAN RD BASELINE : MATCH EXISTING ROADWAY AND SIDEWALK LVAGED AND - PROP TREE PIT (TYP) RY TERMINED BY THE CITY OF • PROP RAISED CROSSWALK PROP RAISED CROSSWAI K - PROP CEM CONG SIDEWALK (TYP) (SEE DETAIL ON SHEET C-2.4) BR ONCE CON ENEMAY (SEE DETAIL ON SHEET C-2.4). ": (TYP) UIHERVVIOE NUIED. DAMAGES MATCH EXISTING R&R USPS MAILBOX - - PROP DWP (TYP) PCAIURES AI BACK OF SIDEWALK - PROP VGC (TYP) SHALL BE REPAIRCU/KEPLACED AI NO ADDI|IONAL CUST IU HE PRIVAIE PROPERIY OWNER OR OWNERS. ALL CXIS ING FEATURES WHICH ARE"TO REMAIN" AND WHICH ARE DISTURBED BY THE CONTRACTOR SHA RF RESTORED TO THEIR ORIGINAI CONDITION AT THE CONTRACTOR'S EXPENSE, INCLUDING BUT NOT LIMITED TO EXISTING CURB, SIDEWALK, ROADWAY LIGHTING, - PROP. MILL AND OVERLAY (TYP.) ONTRACTORS SHALL MATCH THE EXISTING GRADE A AG LIM Ur FAUr VOCU VULU PLANE AND UVEKLAT. IT LIMIT OF WORK JOINT BETWEEN EXISTING AND PROPOSED PAVEMENT BELMONT STREET • PROP BELMONT ST BASELINE SHALL BE TREATED WITH INFRARED PAVEMENT SEALANT ANU MUI FUUKEU RUBBERIZEU ASPHALI SCALEK. ALL KINO. LUVER. GRAIES AND OIHER CASINGS Ur 11+00 2 EXISIING MUNICIPAL VIILLICS IHAI ARE LOCALED WITHIN + 31+00 THE LMI O- WORK IN AREAS OF RECONSTRUCTED SHEET C-3.2 ROADWAY AND SIDEWALKS SHAL RE AD.USTED TO MATCH FINAL GRADF A PRIVATE TILITY CASTINGC SHALL BE ADJUSTED OR REMOVED BY OTHERS. CASTINGS SHALL BE ADJUSTED MULTIPLE TIMES TO FACILITATE - MATCH EXISTING SEQUENCE OF WORK INCLUDING AT RAISED CROSSWALKS - PROP LOAM & SEED LIMIT OF WORK: SEE - PROP CONC. WCR (TYP) SHALL NOT PERFORM ANY WORK ON 9. - PROP CEM CONC SIDEWALK MATCH EXITING ROADWAY AT IVATE PROPERTY UNTIL A SIGNED RIGHT-OF-ENTRY I - PROP RASED CROSSWALK CAMBRIDGE - PROP RAISED CROSSWALK LIMIT OF WATERMAIN TRENCH RECEIVED BY DPW FROM THE PROPERTY THE (SEE DETAIL ON SHEET C-2.4) (SEE DETAILON SHEET C-24 WATERTOWN CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH TOWN LINE CUNIRAUIUR SHALL MAIN IAIN A MINIMUM OF 3-U WIDE SIDEWALK BEIWEEN IREEP AND BACK OF SIDEWALK MATCHENG ROADWAY AND SIDEWALK UNLESS SHOWN O HERWISE. FOR NEW OR REPLACED GRASS STRIPS A MINIMUM OF 4-0" WIDE SIDFWALK SHAHI BE MAINTAINED BETWEEN THE EDGE OF GRASS STRIP AND BACK OF SIDEWALK UNLESS SHOWN OTHERWISE. ALL EXISTING TREES AND SHRUBS SHALL BE RETAINED UNLESS OTHERWISE NOTED. ALL EXISTING TREES SHALL BE PROTECTED DURING CONSTRUCTION, SEE SHEET G-2.5 PROP FRANCIS ST BASELINE LIMIT OF WORK MATCH EXISTING ROADWAY AND SIDEWALK SAW IS- PROP ST MARYS ST BASELINE Sy within Watertown Watertown Cambrage 100 FEET Line 1"= 20'-0 HORIZONTAL AS NOIED CITY OF CAMBRIDGE, MA U-3.1 NUVEMBER 2U2U JOD INO roject RECONSTRUCTION OF BELMONT/HOLWORTHY STREET HOR BELMONT STEET File No. HDR ENGINEERING, INC. BOSTON, MASSACHUSETSS 02110 CONSTRUCTION PLAN [phone removed] WORRS
JACLYN $. NOTESE SHEET C1.1-C-1.2 FOR TYPICAL SECTIONS AND PAVEMENI NUICO OCE DE AILO UN OHEE UL.4 FUR CURB INDIALLATION. AND SIDEWALK CONS I RUCTION DE IAILS: SHEE I C-0.0 FOR PEDES IRAN RAMP DCIALS: AND SHEe C-1.0 DRIVEWAY DE AILS 41+17.41 CONTRACTOR SHALLAD.JUST EXISTING UTILITY COVERS #43-45 BELMONT ST. AND CASTINGS TO RF-GRADFO SURFACES THE 51412,53-1 SHIYU ZHANG & YING CHARG CONTRACTOR TO COORDINATE WITH RESPECTIVE --+ ITI ITIES COMPANIES FOR 47997 3 LOT 222 PROP CUSHING ST BASELINE GAS/TELECOM/CABLE/ELECTRIC. CURBING WITHIN WORK LIMITS PROP NORMAN ST BASELINE RESET UN CUSHING STREET, LIMIT OF WORK MATCH EXISTING ROADWAY AND SIDEWALK CURBS SHALL BE APPROVED MATCH EXISTING ROADWSTANON-50-6.26 BY THE ENGINEER. ANY EXISTING GRANITE CURBS NOT NORMAN STREET KE-USEU UN IME PRUJEGI DHALL BE SALVAGEU AND 9 PROP CEM CONC. DRIVEWAY (TYP) PROP RAISED CROSSWALK DELIVERCO IU A LOCAIION DEIERMINED BY IHE GIIY OF - PROP RAISED CROSSWALK 52 CAMBRIDGE PUBLIC WORKS DEPARIMENT. (SEE DETAIL ON SHEET C-2.4 PRET EXIST TREE (TYP) (SEE DETAIL ON SHEET C-2.4 ALL EXISIING FEATURES AI BACK OF SIDEWALK SHALL . DROD PPER:/TVD| O PROP CEM CONC. SIDEWALK (TYP) - REMAIN IN PLACE UNLESS OTHFRWISE NOTFD. DAMAGES SEE SHEET C-2.5 FOR DETAIL OR DIS ODGING OF F-ATURFS AT RACK OF SIDFWALKI SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST PROP TREE PIT (TYP), ADJ HYD (TYP) TO THE PRIVATE PROPERTY OWNER OR OWNERS. ALL EXISTING FEATURES WHICH ARE "TO REMAIN" AND PROP DWP YP INCLUDING BUT NOT LIMITED O EXISTING CURE, SIDEWALK, ROADWAY LIGHTING, 105+00 CONTRACTORS SHALL MATCH THE EXISTING GRADE AT 109+00 - PROP. MILL AND OVERLAY (TY -00 THE LIMIT OF PROPOSED COLD PLANE AND OVERLAY. HE BELMONT STREET_ • MIT OF WORk JOIN BE WEEN EXISTING AND PROPOSED PAVEMENTI SHALL BE TREATED WITH INFRARED PAVEMENT SFALANT - PROP BELMONT ST BASELINE AND HOT POURFD RURRFRFD ASPHAIT SFAIFRI A RIMS COVERS GRATES AND OTHER CASTINCS OP EXISTING MUNICIPAL UTILITIES THAT ARE LOCATED WITHIN +31+00, THE LIMIT OF WORK IN AREAS OF RECONSTRUCTED CONTINUED ON CASTINGS ) OR REMOVED BY OTHERS. TO FACILITATE - ABD EXIST CB coa SEQUENCE OF WORK INCLUDING AT RAISED CROSSWALKS • CAMBRIDGE AND INICROCUIIVINO -RE BUS SHEELER KA TURO DHALL NUT PERRURN ANT VURA UN WATERTOWN PRIVALE PROPERIY UNILA SIGNED RIGH -OF-ENIRYIS RECEIVED BY DPW-ROM HE PROPERLY HE CONTRACTORIS RESPONSIBLE FOR COORDINATING WITH THE PROPERTY OWNER. 10. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3-0" WIDE 922 BELMONT ST 146 BELMONT ST. SIDEWALK BETWEEN TREE PIT AND BACK OF SIDEWALK STATION 30-32 ROAOWAY AND SIDEWAK ARCHSISHOP • ROMAN CATHOLIC GRASS STRIPS A MINIMUM OF 4'-0" WIDE SIDEWALK SHALL 101010530 UNLESS OTHERWISE NOTED. ALL EXISTING TREES SHALL BE PROTECTED DURING CONSTRUCTION, SEE SHEET C-2.5 PUR INCE PRUICETIUN. STREET -ST. MARY'S 100 FEET 1 = 20-0 HORZONIAL AS NOTED Sheet CITY OF CAMBRIDGE, MA • NOVEMBER ZUZU C-3.2 roject RECONSTRUCTION OF BELMONT/HOLWORTHY STREET HOR BELMONT STEET HDR ENGINEERING, File No. INC. unecked Dy Descripion Date CONSTRUCTION PLAN 2 BOST, MASSEUSE SS 02210 REVISIONS [phone removed] WORKS
CONTINUED ON SHEET C-3.4 NOTES: SEE SHEET C-1.1-C-1.2 FOR TYPICAL SECTIONS AND PAVEMEN NO ES SEE DEALS ON SHEET C-24 FOR CURR INSTALLATION I AND SIDEWALK CONSTRUCTION DETAILS; SHEET C-6.0 FOR PEDESTRIAN RAMP DETAILS; AND SHEET C-7.0 DRIVEWAY DETAII C CONTRACTOR SHALL ADJUST EXISTING UTILITY COVERS ฿13-15 BELMONT ST CONTRACTOR TO COORDINATE WITH RESPECTIVE ULTES COMPANIES ECTRIC. 1705 MT. AUBURN ST. ALL VERTICAL GRANITE CURBING WITHIN WORK LIMITS OMALL DE ACMUVED AND DIUREU PUR FUIRE REDEI UN PROP CEM CONC DRIVEWAY INC PRUJCUI, AO APPRUVEU BT INE ENGINEER. (TYP) 125 DELMONT ST. LUVAIIUNO PUR IHE REDEI CURBS SHALL BE APPROVED BY IHE ENONCER ANY EXS ING GRANII- CURRS NOT - R&R PED HEAD PÓLE HOLWORTHY STREET RE-USED ON IHE PROJECT SHARE SAVAGED AND PROP BIKE PUSH BUTTON ON PED HEAD POLE DELIVERED TO A LOCATION DETERMINED BY THE CITY OF PROP TREE PIT (TYP) CAMBRIDG- PURIC WORKS DFPARTMENT LIMIT OF WORK ALL EXISTING FEATURES AT BACK OF SIDEWALK SHALL MATCH EXISTING SIDEWALK REMAIN IN PLACE UNLESS OTHERWISE NOTED. DAMAGES LON PAUP KAISEU CRUSSWAI (SEE DETAIL ON SHEET C-2.4) "TO REMAIN" AND MATCH EXISTING VGC WHICH ARE DISTURBED BY THE CONTRACTOR SHALL BE ACO IUNGU IU INCIN UNIDINAL GUNDITIUN ALINE LUKALIUNO CAPENOE, INCLUDING BUI NOI LIMIIED IU CAOTING GURD. DIUEWALK. KUADWAY LIGHIING. BUUNUS UR PRUPCKIY MARKERS. HYDRANIS AND CONTRACTORS SHA MATCH THE SXISTING GRADE AT THE LIMIT OF PROPOSED COLD PLANE AND OVERLAY. THE JOINT BETWEEN EXISTING AND PROPOSED PAVEMENT -110:07 LIMIT.OF WORK BELMONT STREET MATCH EXISTING ROADWAY SHALL BE TREATED WITH INFRARED PAVEMENT SEALANT STATION=111+84.26 TO WORK - AND HOT POURED RUBBERIZED ASPHALT SEALER GRATES AND OTHER CASTINGS OF - PRUP BELMONI SI BASELINE ARE LOCATED WITHIN PROP MILL AND OVERAY 72+00 72+11.92 (TYP) ALL PRIVAIC UTILITT CADIINGS ONALL DE ADJUDICU UR KEMUVEU BY UIHERS. CASIINGS OMALL BE ADJUDIEU MULLIPLE IMES IO FACILHAE DELUENUE Ur VURK INCLUDING A RAISED CROSSWALKS AND INIEROEGIIUNS CONTRAL URS SHALL NOT PERFORM ANY WORK ON RER CP #IT CON PARK PROP VGC (TYP) / PRIVATE PROPERTY UNTIL A SIGNED RIGHT-OF-ENTRY IS PROP RIKE PLISH RITTON ON CC RECFIVED RY DOW FROM THE PROPERTY THE - PROP DWP (TYP) PROP PED PUSH BUTTON ON CP ISSO | PROP CEM CONC SIDEWALK (TYP) CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH PROP CEM CONG WCR (TYP) MAINTAIN A MINIMUM OF 3'0" WIDE SIDEWALK BETWEEN TREE PIT AND BACK OF SIDEWALK LIMIT OF WORK SHOWN OTHERWISE. FOR NEW OR REPLACED NAS STRIPS A MINIMUM OF 4-O WIDE SIDEWALK SHALL PROP BIKE PUSH BUTTON DAUN UP DIDCALA UNLEO SHUWN HERVISE. ALL CAOTING IKEEO ANU SHRUBS SHALL BE RElAINEU 11. UNLEOO UIHERWISE NUIEU. ALL CXIS ING IREES SHALL BE PRUIELICO DURING CONS RUG HION. SEE SHEET C-25 FOR IREE PROTECHION. MT. AUBURN STREET_ 1000™ PROP MT AURIIRN ST RASFINE. FEET 1"= 20'-0" HORIZONTAL 6-3.3 NOVEMBER 2020 HR Project RECONSTRUCTION OF BELMONT/HOLWORTHY STREET BELMONT STEET File No. BOSTON, MASSACHUSETTS 02210 THE CONSTRUCTION PLAN 3 [phone removed] WORKS