Search ▸ Agenda item attachment
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
⚠ 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