23 0250 PLANS _ SPECS.pdf
PDF 8 MB Posted
- Attached to
- INTERCEPTOR REHABILITATION PHASE 2
- Solicitation number
- 23 0250
- Issued by
- Worcester County, Ocean Grove CDP, Massachusetts
About this file
These documents are detailed engineering plans and technical drawings for the Interceptor Rehabilitation Phase 2 project for the Town of Westborough, Massachusetts Department of Public Works, prepared by AECOM Technical Services. The project involves rehabilitating approximately 2,500 linear feet of sewer interceptor pipeline, specifically involving the installation of Cured-In-Place Pipe (CIPP) liner in 20-inch and 18-inch diameter existing pipes across multiple street segments including Willow Street, State Street, East Main Street, and other local roadways. The project includes rehabilitating multiple sewer manholes, installing sewer manhole flow depth monitors, redirecting active sewer service connections, and implementing various erosion and sediment control measures. The contract is numbered DPW Contract No. 23-0250 and was issued in October 2022.
The project drawings provide comprehensive technical details including plan and profile views, manhole rehabilitation specifications, utility crossing details, trench excavation guidelines, and environmental protection measures. The technical specifications indicate the existing pipes are considered fully deteriorated and will require full rehabilitation using CIPP technology. The project includes alternative bid items such as force main relocation and sewer service connection redirections. While specific budget or funding details are not explicitly stated in the reviewed documents, the project appears to be a municipal infrastructure improvement initiative focused on upgrading and maintaining the town's critical sewer infrastructure, with careful consideration for environmental protection, utility preservation, and minimal disruption to existing urban environments.
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Other files
| File | Type | Posted |
|---|---|---|
| 1_S00-0005-0002_S00-0024-0002.wmv | WMV file | |
| 1_S00-0024-0010_S00-0024-0012.wmv | WMV file | |
| 1_S00-0024-002A_S00-0024-0006.wmv | WMV file | |
| 1_S00-0095-0006E_S00-0086-0002E.wmv | WMV file | |
| 1_S00-0164-0004_S00-0165-0010.wmv | WMV file | |
| IFB 23 0250 INTER REHAB.pdf | ||
| Prevailing wages IFB 22 0250.pdf | ||
| 1_S00-0024-0002_S00-0024-002A.wmv | WMV file | |
| 1_S00-0005-0008_S00-0005-0002.wmv | WMV file | |
| 1_S00-0165-0010_S00-0165-0008E.wmv | WMV file | |
| S00-0024-0006-S00-0024-0010-20210719-095524.mp4 | MP4 file | |
| S00-0024-002A-S00-0024-0006-20210719-093701.mp4 | MP4 file | |
| 1_00-0024-0012_S00-0095-0002E.wmv | WMV file | |
| 1_S00-0005-00010_S00-0005-0008.wmv | WMV file | |
| 1_S00-0086-0002E_S00-0086-0006.wmv | WMV file | |
| 1_S00-0086-0006_S00-0164-0004.wmv | WMV file | |
| 1_S00-0095-0002E_S00-0095-0006E.wmv | WMV file |
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Text version
CONSULTANT
CLIENT
TOWN OF WESTBOROUGH, MA
DEPARTMENT OF PUBLIC WORKS
131 OAK STREET
WESTBOROUGH, MA 01581
PROJECT
INTERCEPTOR
REHABILITATION
PHASE 2
REGISTRATION
I/R DATE DESCRIPTION
ISSUE/REVISION
12345
D
Designed By:
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
60603981
DISCIPLINE
AECOM TECHNICAL SERVICES, INC.
250 APOLLO DRIVE
CHELMSFORD, MA 01824
PHONE: (978) 905-2100
www.aecom.com
Drawn By:
Dept Check:
Proj Check:
Date:
Scale:
C
B
A
12345
M. MESERVE
M. THIBODEAU
C. BENZIGER
M. MESERVE
AS NOTED
00 G-001
COVER SHEET AND
LOCATION PLAN
GENERAL
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VICINITY PLAN
DPW CONTRACT NO. 23-0250
SCALE: 1"=500'
TOWN OF WESTBOROUGH, MASSACHUSETTS
INTERCEPTOR REHABILITATION
PHASE 2
OCTOBER 2022
OCTOBER 2022
NOTE 1: "X" (TYPICAL OF 4) IS LOCATION OF SEWER MANHOLE FLOW
DEPTH MONITOR TO BE INSTALLED UNDER THIS CONTRACT.
REFER TO SPECIFICATION SECTION 01063 ITEM 1.13.
X
X
X
X
AutoCAD SHX Text N
AutoCAD SHX Text
EXISTING INTERCEPTOR DOWNSTREAM OF PROPOSED WORK
AutoCAD SHX Text
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AutoCAD SHX Text 1" = 500'
AutoCAD SHX Text
FEET
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SCALE
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MILK STREET
AutoCAD SHX Text
ROBIN ROAD
AutoCAD SHX Text
WILLOW STREET
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EAST MAIN STREET
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MILK STREET
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WESTBOROUGH WWTF
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PROJECT LOCATION WESTBOROUGH INTERCEPTOR
AutoCAD SHX Text
SEE NOTE 1 (TYP.)
TOWN OF WESTBOROUGH, MA
DEPARTMENT OF PUBLIC WORKS
131 OAK STREET
WESTBOROUGH, MA 01581
PROJECT
INTERCEPTOR
REHABILITATION
PHASE 2
REGISTRATION
I/R DATE DESCRIPTION
ISSUE/REVISION
12345
D
Designed By:
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
60603981
DISCIPLINE
AECOM TECHNICAL SERVICES, INC.
250 APOLLO DRIVE
CHELMSFORD, MA 01824
PHONE: (978) 905-2100
www.aecom.com
Drawn By:
Dept Check:
Proj Check:
Date:
Scale:
C
B
A
12345
M. MESERVE
M. THIBODEAU
C. BENZIGER
M. MESERVE
AS NOTED
00 G-002
INDEX OF DRAWINGS,
LEGEND, ABBREVIATIONS
AND GENERAL NOTES
GENERAL
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INDEX OF DRAWINGS
SHEET NO. TITLE
GENERAL NOTES
EROSION AND SEDIMENT CONTROL NOTES
OPEN EXCAVATIONS NOTES
CATCH BASIN
D DMHD
S
CB
DRAIN MANHOLE/DRAIN LINE
TELEPHONE BOX
ELECTRIC HAND HOLE
ELECTRIC MANHOLE/ELECTRIC LINE
GROUND LIGHT
GUY WIRE
LIGHT POLE
OVERHEAD WIRE
TRANSFORMER
UTILITY POLE
GAS VALVE/GAS LINE
GAS METER
SEWER MANHOLE/SEWER LINE
CONCRETE BOUND W/DRILL HOLE
STONE BOUND
STONE BOUND W/DRILL HOLE
DRILL HOLE
FOUND
IRON PIPE
IRON ROD
TELEPHONE MANHOLE/TELEPHONE LINE
BITUMINOUS CONCRETE
CONCRETE
INVERT
NOW OR FORMERLY
PLUS OR MINUS
BOLLARD POST
BUILDING
CAPE COD BERM
CONCRETE PAD
BITUMINOUS CONCRETE CURB
CONCRETE CURB
VERTICAL GRANITE CURB
EDGE OF PAVEMENT
CHAIN LINK FENCE
VINYL FENCE
STEEL GUARDRAIL
MISCELLANEOUS MANHOLE
MONITORING WELL
POLYVINYL CHLORIDE PIPE
CORRUGATED METAL PIPE
REINFORCED CONCRETE PIPE
LANDSCAPED AREA
CONCRETE RETAINING WALL
TIMBER RETAINING WALL
STONE RETAINING WALL
SIGN
SPOT ELEVATION
STONE WALL
DECIDUOUS TREE
TREELINE
BITUMINOUS CONCRETE WALKWAY
CONCRETE WALKWAY
HYDRANT
WATER VALVE/WATER LINE
WATER SHUT OFF
D
TB
EHH
E E EMHE
GL
GW
LP
OHW
TR
UP
GVG G
GM
SSMHS
CB DH
SBND
SB DH
DH
(FND.)
IP
IR
TTMHTT
BIT. CONC.
CONC.
INV.
N/F
BP
CP
CCB
BCC
CC
VGC
EOP
CLFO O
VF
SGR
MH
MW
CMP
PVC
RCP
LA
CRW
TRW
SRW
S
STW
X 285.50
T
BCW
CW
WV WW
GUY POLE GP
FEET HIGH FH
CONIFEROUS TREE T
DESCRIPTION EXISTING
O O
CLEANOUT CO
DOUBLE YELLOW LINE DYL
MAILBOX MB
SOLID WHITE LINE SWL
SOLID YELLOW LINE SYL
BRICK RETAINING WALL BRW
EDGE OF CONCRETE EOC
EASEMENT LINE
FORCE MAIN FM
PROPERTY LINE
RECORD (R)
STREET ADDRESS #40
TYPICAL (TYP.)
WSO
ELECTRIC BOX EB
STOCKADE FENCE STFO O
LEGEND AND ABBREVIATIONS
OCTOBER 2022
ASBESTOS CEMENT PIPE ACP
AutoCAD SHX Text 00 G-001 COVER SHEET AND LOCATION PLAN COVER SHEET AND LOCATION PLAN 00 G-002 INDEX OF DRAWINGS, LEGEND, ABBREVIATIONS AND GENERAL NOTES INDEX OF DRAWINGS, LEGEND, ABBREVIATIONS AND GENERAL NOTES 00 C-100 KEY PLAN KEY PLAN 00 C-101 SEWER PLAN AND PROFILE 1 SEWER PLAN AND PROFILE 1 00 C-102 SEWER PLAN AND PROFILE 2 SEWER PLAN AND PROFILE 2 00 C-103 SEWER PLAN AND PROFILE 3 SEWER PLAN AND PROFILE 3 99 C-501 DETAILS 1 DETAILS 1 99 C-502 DETAILS 2 DETAILS 2 99 C-503 DETAILS 3 DETAILS 3
AutoCAD SHX Text
1. EXISTING INFORMATION IS BASED ON AN ON THE GROUND FIELD SURVEY PROVIDED BY WDA DESIGN GROUP OF EXISTING INFORMATION IS BASED ON AN ON THE GROUND FIELD SURVEY PROVIDED BY WDA DESIGN GROUP OF WESTBOROUGH, MA, BETWEEN OCTOBER 2017 AND FEBRUARY 2018; AND IN JUNE/JULY 2021. ELEVATIONS ARE BASED ON NAVD 1988. COORDINATE SYSTEM IS BASED ON THE MASSACHUSETTS STATE PLANE COORDINATE SYSTEM, MAINLAND ZONE. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS AT THE SITE. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND ARE APPROXIMATE AND ASSUMED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITIES PRESENT AT THE SITE THAT ARE NOT DEPICTED HEREON. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES INVOLVED AND VERIFY IN THE FIELD THE EXACT LOCATION, SIZE, AND MATERIAL OF CONSTRUCTION OF MAINS AND SERVICES TO PREVENT DAMAGE, LOSS OF SERVICE DURING CONSTRUCTION AND FOR REPLACEMENT OF SERVICES. THE CONTRACTOR SHALL NOTIFY "DIG SAFE" (1-888-344-7233) AND EACH UTILITY OWNER 72-HOURS PRIOR TO ANY EXCAVATION. 4. PROPERTY LINES ARE APPROXIMATE ONLY. PROPERTY LINES ARE APPROXIMATE ONLY. 5. ALL CONSTRUCTION ACTIVITY SHALL BE CONFINED TO THE AREA WITHIN THE EASEMENTS AND STREET RIGHT-OF-WAY LINES ALL CONSTRUCTION ACTIVITY SHALL BE CONFINED TO THE AREA WITHIN THE EASEMENTS AND STREET RIGHT-OF-WAY LINES UNLESS OTHERWISE AUTHORIZED BY THE TOWN AND PRIVATE PARTIES. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM ALL WORK AS INDICATED ON THE DRAWINGS AND IN THE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM ALL WORK AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS IN CONFORMANCE WITH ALL APPLICABLE CODES IN A PROPER AND WORKMANLIKE MANNER. 7. THE CONTRACTOR IS RESPONSIBLE FOR SEQUENCING OF ALL WORK TO AVOID CONFLICTS BETWEEN ALL PROPOSED WORK. THE CONTRACTOR IS RESPONSIBLE FOR SEQUENCING OF ALL WORK TO AVOID CONFLICTS BETWEEN ALL PROPOSED WORK. 8. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF THE EXISTING FEATURES AND STRUCTURES WITHIN AND THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF THE EXISTING FEATURES AND STRUCTURES WITHIN AND ADJACENT TO THE WORK. ANY ITEM DISTURBED SHALL BE REMOVED AND RESET OR REPLACED AT THE CONTRACTOR'S EXPENSE. IN THE EVENT OF DAMAGE, THE REPAIRS OR REPLACEMENT SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AS APPROVED BY THE ENGINEER. 9. THE CONTRACTOR SHALL MAKE ALL REQUIRED FIELD MEASUREMENTS TO VERIFY EXISTING AND CONTRACT INTERFACE THE CONTRACTOR SHALL MAKE ALL REQUIRED FIELD MEASUREMENTS TO VERIFY EXISTING AND CONTRACT INTERFACE DIMENSIONS, LOCATIONS AND OTHER CONDITIONS. 10. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING UNPAVED AREAS DISTURBED BY THE CONTRACTOR TO ORIGINAL THE CONTRACTOR IS RESPONSIBLE FOR RESTORING UNPAVED AREAS DISTURBED BY THE CONTRACTOR TO ORIGINAL CONDITIONS INCLUDING ALL GRADING, LOAMING, SEEDING, ETC. 11. THE CONTRACTOR SHALL PROTECT ALL STRUCTURES, EQUIPMENT, PIPING AND VALVES FROM DAMAGE DURING CONSTRUCTION THE CONTRACTOR SHALL PROTECT ALL STRUCTURES, EQUIPMENT, PIPING AND VALVES FROM DAMAGE DURING CONSTRUCTION AND DEMOLITION. ALL DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 12. THE CONTRACTOR SHALL RESTORE TO ITS ORIGINAL CONDITION ANY WALLS, STAIRS, FENCES, SIGNS, GUARDRAILS, CURBS, THE CONTRACTOR SHALL RESTORE TO ITS ORIGINAL CONDITION ANY WALLS, STAIRS, FENCES, SIGNS, GUARDRAILS, CURBS, DRIVEWAYS, SIDEWALKS, AND ANY OTHER ITEMS AFFECTED BY HIS OPERATIONS. 13. IN GRASSED AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS, THE SURFACE SHALL BE RESTORED WITH A MINIMUM OF IN GRASSED AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS, THE SURFACE SHALL BE RESTORED WITH A MINIMUM OF 6 INCHES OF SEEDED TOPSOIL, UNLESS OTHERWISE INDICATED BY THE ENGINEER. 14. THE CONTRACTOR SHALL MAINTAIN SEWAGE AND DRAINAGE FLOW DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN SEWAGE AND DRAINAGE FLOW DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL ARRANGEMENTS FOR ANCHORING, SUPPORTING AND/OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL ARRANGEMENTS FOR ANCHORING, SUPPORTING AND/OR RELOCATING AND PROTECTING ALL UTILITIES (MAINS AND SERVICES) DURING CONSTRUCTION. ALL COSTS SHALL BE INCLUDED IN THE UNIT PRICES BID. IN THE EVENT OF DAMAGE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL REPAIRS. 16. ALL UTILITY BOXES, FRAMES, GRATES, ETC. DISTURBED BY CONTRACTOR AND NOT TO BE ABANDONED SHALL BE RESET TO ALL UTILITY BOXES, FRAMES, GRATES, ETC. DISTURBED BY CONTRACTOR AND NOT TO BE ABANDONED SHALL BE RESET TO THE PROPER GRADE. 17. EASEMENTS ARE TO BE RESTORED AS SOON AS PRACTICABLE FOLLOWING COMPLETION OF WORK. EASEMENTS ARE TO BE RESTORED AS SOON AS PRACTICABLE FOLLOWING COMPLETION OF WORK. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS CLEANING OF MUD, DIRT AND DEBRIS OFF STREETS, WHEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS CLEANING OF MUD, DIRT AND DEBRIS OFF STREETS, WHEN SUCH MUD, DIRT OR DEBRIS IS DEPOSITED THERE AS A RESULT OF THE CONSTRUCTION ACTIVITY. ANY DEBRIS, MUD, OR DELETERIOUS MATERIAL FROM THE PROJECT WILL BE REMOVED FROM THE STREET AND SURROUNDING STREETS BY CONTRACTOR AT THE END OF EACH WORKING DAY, OR BEFORE, IF DIRECTED BY THE TOWN. 19. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTE, BUILDING MATERIAL, CONCRETE, MASONRY, TREES, SHRUBS, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTE, BUILDING MATERIAL, CONCRETE, MASONRY, TREES, SHRUBS, DEBRIS AND OTHER MATERIALS NECESSARY FOR THE SATISFACTORY COMPLETION OF THE WORK AND AS REQUIRED BY THE OWNER. OFFSITE DISPOSAL SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL LAWS. 20. NO EQUIPMENT, VEHICLES OR CONSTRUCTION MATERIALS SHALL BE STORED OUTSIDE OF DESIGNATED WORK AREAS DURING NO EQUIPMENT, VEHICLES OR CONSTRUCTION MATERIALS SHALL BE STORED OUTSIDE OF DESIGNATED WORK AREAS DURING EITHER WORKING OR NON-WORKING HOURS. DESIGNATED WORK AREAS ARE DEFINED AS EASEMENT AREAS WHERE WORK IS BEING PERFORMED. THE LOCATION FOR ANY STORAGE OF EQUIPMENT BY THE CONTRACTOR DURING NON-WORKING HOURS SHALL BE AS APPROVED BY THE TOWN. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND COORDINATING INSPECTIONS AS THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND COORDINATING INSPECTIONS AS REQUIRED. PERMIT FEES SHALL BE PAID DIRECTLY BY THE CONTRACTOR AND SHALL BE INCLUDED IN THE PRICE BID. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE ENGINEER AND THE WESTBOROUGH WASTEWATER TREATMENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE ENGINEER AND THE WESTBOROUGH WASTEWATER TREATMENT PLANT (TEL. NO. 508-366-7615) A MINIMUM OF 48 HOURS PRIOR TO THE USE OF CHEMICALS, CLEANERS, SEALANTS AND/OR COATINGS IN THE PIPES OR MANHOLES.
AutoCAD SHX Text
1. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO CONTROL SOIL EROSION AND PREVENT THE FLOW OF THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO CONTROL SOIL EROSION AND PREVENT THE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE SO AS TO PREVENT DAMAGE TO WETLANDS OR WATERWAYS. 2. A MINIMUM OF TWO WEEKS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT FOR REVIEW AND A MINIMUM OF TWO WEEKS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL AN EROSION AND SEDIMENT CONTROL PLAN CONSISTENT WITH THE CONTRACTOR'S PLAN FOR TEMPORARY WASTEWATER FLOW BYPASS. REFER TO SECTION 02720 ITEM 1.04. 3. ALL EROSION AND SEDIMENTATION CONTROL STRUCTURES SHALL BE MAINTAINED IN EFFECTIVE CONDITION ALL EROSION AND SEDIMENTATION CONTROL STRUCTURES SHALL BE MAINTAINED IN EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD.
AutoCAD SHX Text
1. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER AND ADEQUATE TRENCH SHORING AND BRACING AT THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER AND ADEQUATE TRENCH SHORING AND BRACING AT ALL TIMES IN ACCORDANCE WITH RECOMMENDED/REQUIRED SAFETY STANDARDS. 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES AND SHALL PROVIDE ALL NECESSARY CONTINUOUS THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES AND SHALL PROVIDE ALL NECESSARY CONTINUOUS BARRIERS OF SUFFICIENT TYPE, SIZE AND STRENGTH TO PREVENT ACCESS TO ALL OPEN EXCAVATIONS AT THE COMPLETION OF EACH DAY'S WORK. 3. THE CONTRACTOR SHALL BACKFILL TO GROUND ELEVATION ANY OPEN EXCAVATIONS AND TRENCHES DURING THE CONTRACTOR SHALL BACKFILL TO GROUND ELEVATION ANY OPEN EXCAVATIONS AND TRENCHES DURING NON-WORK HOURS. SUCH WORK SHALL BE INCIDENTAL TO THE TOTAL PROJECT COST. USE OF STEEL PLATES TO COVER OPEN EXCAVATIONS AND TRENCHES IS PROHIBITED UNLESS APPROVED IN ADVANCE BY THE OWNER.
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MANHOLE AND SEWER TO BE REHABILITATED
SEWAGE FORCE MAIN
ROBIN ROAD
SUM
M
ER STREET EXTENSION
HIGH STREET
M
AYBERRY
DRIVE
W
ILLOW
STREET
WATER STREET
STATE STREETPROSPECT STREET
HIGH STREET
MILK STREET
(ROUTE 135)
MILK STREET
(ROUTE 135)
UNION STREET
BRIGHAM STREET
SO
UTH STREET
(RO
UTE 135)
EA
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AI
N S
TR
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EXISTING SEWER EASEMENT
EXISTIN
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HADLEY LANE
00 C-101
00 C-102
00 C-103
CONSULTANT
CLIENT
TOWN OF WESTBOROUGH, MA
DEPARTMENT OF PUBLIC WORKS
131 OAK STREET
WESTBOROUGH, MA 01581
PROJECT
INTERCEPTOR
REHABILITATION
PHASE 2
REGISTRATION
I/R DATE DESCRIPTION
ISSUE/REVISION
12345
D
Designed By:
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
60603981
DISCIPLINE
AECOM TECHNICAL SERVICES, INC.
250 APOLLO DRIVE
CHELMSFORD, MA 01824
PHONE: (978) 905-2100
www.aecom.com
Drawn By:
Dept Check:
Proj Check:
Date:
Scale:
C
B
A
12345
M. MESERVE
M. THIBODEAU
C. BENZIGER
M. MESERVE
OCTOBER 2022
AS NOTED
00 C-100
KEY PLAN
CIVIL
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AutoCAD SHX Text 1" = 150'
AutoCAD SHX Text
FEET
AutoCAD SHX Text
SCALE
SMH-S00-0086-0006
FLOWMETER SITE ID #4
RIM=292.12
INV. (IN)=285.02
INV. (CNTR)=285.02
INV. (OUT)=284.98
S
SMH
RIM=291.92
INV. (MAIN)=285.42
D
DMH
RIM=289.05
SMH-S00-0164-0004
RIM=290.15
INV. (A)=285.19
INV. (B)=284.89
INV. (C)=284.99
INV. (IN)=284.98
INV. (CNTR)=284.97
INV. (OUT)=284.97
S
SMH
RIM=290.12
CB
RIM=288.86
CB
RIM=289.12
S
GW
UP 8
GV
UP 7
UP 6
WVWV
WV WV
UP 9
CB
RIM=288.81
MB
S
MB
S
S
S
S
HYD
SB DH (FND.)
WV
SMH-S00-0165-0010
RIM=289.20
INV. IN(A)=285.86
INV. (IN)=284.75
INV. (CNTR)=284.75
INV. (OUT)=284.75
LP
S
SMH-S00-0165-0002E
RIM=294.22
INV. (IN)=283.44
INV. (CNTR)=283.40
INV. (OUT)=283.32
S
SMH
RIM=295.61
14"
14"
D
DMH
RIM=291.89
CB
RIM=291.61
S
SMH-S00-0165-0002
RIM=291.80
INV. IN(A)=286.10
INV. (IN)=283.74
INV. (CNTR)=283.70
INV. (OUT)=283.80
14"
18"
CB
RIM=291.62
S
SMH-S00-0165-0004E
RIM=292.68
INV. IN(A)=285.37
INV. (IN)=283.77
INV. (CNTR)=283.77
INV. (OUT)=283.76
CB
RIM=291.83
H Y
D
S
SMH-S00-0165-0008E
RIM=293.08
INV. IN(A)=285.14
INV. (IN)=284.18
INV. (CNTR)=284.08
INV. (OUT)=283.88
S
SMH-S00-0165-0006E
RIM=292.70
INV. IN(A)=285.90
INV. (IN)=283.77
INV. (CNTR)=283.77
INV. (OUT)=283.76
UP
GW
WV
DH (FND.)
LP
CB
RIM=284.03
LP
40"
32"
LP
VGC
VGC
VGC
DR
IV
EW
AY
VGC
VGC
VGC
VGC
DR
IV
EW
AY
BCW
DR
IV
EW
AY
DR
IV
EW
AY
BCW
DR
IV
EW
AY
OHW
OHW
ST
O
P
STOP
STOP
STOP
VG
C
VG
CBCW
BCC
VG
C
VG
C
BC
W
OHW
BCW
BENCHMARK:
MARKED BOLT
ON HYDRANT
ELEV.=290.63
BCC STF 6FH
LA
VF 6FH
EXISTING
BUILDING
OHW
O
HW
O
HW
CW
LA
BC
W
BCC
BCC
BCW
EO
P
EO
P
BENCHMARK:
MARKED BOLT
ON HYDRANT
ELEV.=295.04
DR
IV
EW
AY
CB DH (FND.) CB DH (FND.)
CB DH (FND.)
CB DH (FND.)
EO
P
EOP
CW
4 S
PA
CE
S
TR
W
EOP
TR
W
EO
P
EOP
SHED
EO
P
EX
IST
IN
G
BU
ILD
IN
G
SHED
GARDEN
FENCING
GARDENRAIL
CRUSHED
STONE
SH
ED
SRWLA
PATIO
EX
IST
ING
BU
ILD
ING
GARAGE
MAYBERRY DRIVE
WILLOW STREET
MAYBERRY DRIVE W
AT
ER
S
TR
EE
T
(PUBLIC ~ 40' WIDE)
(PUBLIC ~ 40' WIDE)
(PU
BL
IC
V
AR
IAB
LE
W
ID
TH
) (PUBLIC ~ VARIABLE WIDTH)
#15
#17
#2
#2
#30
#2
#3
EOP
PARKER WAY
(PRIVATE)#4#5
#8
EXISTING
BUILDING
N/F
15 WILLOW WESTBORO LLC
DEED BOOK 45828 PAGE 46
MAP 28 PARCEL 9
N/F
KNIGHTS OF COLUMBUS
DEED BOOK 4203 PAGE 147
MAP 28 PARCEL 8
N/F
STEFANIE & BENJAMIN ENGLAND
DEED BOOK 54523 PAGE 275
MAP 28 PARCEL 7
N/FTOWN OF
WESTBOROUGH
MAP 27PARCEL 192
N/F
ROBERT C. & SUSAN MENZEL
DEED BOOK 42915 PAGE 214
MAP 27 PARCEL 193
N/FMARK A. RONNQUIST
DEED BOOK 54883 PAGE 217
MAP 27 PARCEL 194
N/ F
TH
OM
AS
R
OS
EN
BE
RG
JE
AN
ET
TE
FI
ER
ST
EIN
DE
ED
B
OO
K
P
AG
E
M
AP
P
AR
CE
L 1
N/F
WILLIAM M. WARE
DEED BOOK 47695 PAGE 260
MAP 27 PARCEL 190
N/F
WESTBOROUGH HOUSING
AUTHORITY
MAP 27 PARCEL 252
N/F
DONNA MARIE PERONACE
DEED BOOK 17126 PAGE 143
MAP 27 PARCEL 189
N/F
DANIEL MARTIN
DEED BOOK 18545 PAGE 287
MAP 27 PARCEL 188
N/F
MICHELLE L. PETERS &
ERIC M. FRENCH
DEED BOOK 21758 PAGE 281
MAP 27 PARCEL 182
WSO(R)
W
W
3/4
8" W
ATER
WSO(R)
SMH
RIM=289.92
INV. (MAIN)=285.42
S
A B
SS
8" S
EW
ERS
8"
15"
S
6" PVC
S A
8" SEW
ERS
A
8" SEW
ER
S
A
8" SEWER S
A
30" SEWER
S
S
S
S
EXISTINGBUILDING
EX
IS
TI
NG
BU
ILD
IN
G
EXISTINGBUILDING
EX
IS
TI
N
G
BU
IL
DI
N G
EXISTINGBUILDING
M
AY
BE
RR
Y D
RI
VE
(P
UB
LIC
0' W
ID
E)
WSO(R)
WSO(R)
WSO(R)
W
W
12" WATER
" W
AT
ER
W
W
20' WIDE SEWER EASEMENT
PLAN BOOK 322 PLAN 86
30' WIDE SEWER EASEMENT
PLAN BOOK 322 PLAN 86
20" SEWER
15" SEWER
6" S
EW
ER
(A
BA
ND
O
NE
D)
4" P
VC
F
M
" F
M
1" F
M
20" SEWER
C
20" SEWER
16" FM
A
30" SEWER
30" SEWER
30" SEWER
30" SEWER
SEGMENT 14
SEGMENT 15
SEGMENT 16
SEGMENT 16A
SEGMENT 17
SEGMENT 18
SEGMENT 19
SEGMENT 20
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
293.08
292.57
291.97
291.30
290.79
290.43
290.49
290.64
289.83
289.35
288.99
288.59
288.35
288.29
288.15
288.77
290.01
292.44
292.60
293.31
291.90
293.43
294.90
291.57
292.82
N/F
MAPLEWOOD CONDOMINIUMS
DEED BOOK 12308 PAGE 176
MAP 27 PARCEL 181
N/F
MAPLEWOOD CONDOMINIUMS
DEED BOOK 12308 PAGE 176
MAP 27 PARCEL 180
N/F
RUTTER'S BROOK
CONDOMINIUMS
DEED BOOK 35699 PAGE 26
MAP 27 PARCEL 174
INV. (A)=287.43 (2)
SUMP BOTTOM=283.31 (2)
INV. (A)=282.54 (2)
INV. (B)=282.03 (2)
SUMP BOTTOM=
279.27 (2)
A B
A B
B A
A
12" PVC D
10" CMP D
INV. (A)=287.08 (2)
INV. (B)=286.79 (2)
SUMP BOTTOM=283.75 (2)
INV. 1" FM=285.65 (2)
INV. (A)=282.60 (2)
INV. (B)=285.78 (2)
INV. (C)=282.43 (2)
SUMP BOTTOM=282.43 (2) C 18" CMP D
INV. 10" FM=286.29 (2)
INV. 6"=286.18 (2)
INV. 4" FM@WALL=288.58 (2)
INV. 15" EAST=285.32 (2)
INV. 15" WEST=285.32 (2)
LONGMEADOW PUMP STATION
FORCE MAIN CONNECTION
SMH A
17+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+00
3.
2.
2.
1.
0.
0.
0.
0.
9.
9.
9.
8.
8.
8.
8.
8.
0.
2.
2.
3.
1.
3.
4.
1.
2.
SM
H-
S0 0-
-0
ST
A
+0 4.
RI
M =2
.12
IN
V.
(I N
5.
/ S
EG
M
EN
T
IN
V.
(O
UT
4.
/ S
EG
M
EN
T
SM
H-
S0 0-
-0
ST
A
+1 0.
RI
M =2
.15
IN
V.
(I N
4.
/ S
EG
M
EN
T
IN
V.
(O
UT
4.
/ S
EG
M
EN
T
SM
H-
S0 0-
-0
ST
A
+9 1.5
RI
M =2
.2
IN
V.
(I
N
4.
/ S
EG
M
EN
T
IN
V.
(O
UT
4.
/ S
EG
M
EN
T
SM
H-
S0 0-
-0
6E
ST
A
+3 1.9
RI
M =2
.7
IN
V.
(I
N
3.
/ S
EG
M
EN
T
A
IN
V.
(O
UT
3.
/ S
EG
M
EN
T
SMH-S00-0165-0008E
STA 25+11.72
RIM=293.08
INV. (IN)=284.18/ SEGMENT 16
INV. (OUT)=283.88/ SEGMENT 16A
SM
H-
S0 0-
-0
4E
ST
A
+9 6.
RI
M =2
.6
IN
V.
(I
N
3.
/ S
EG
M
EN
T
IN
V.
(O
UT
3.
/ S
EG
M
EN
T
SM
H-
S0 0-
-0
ST
A
+0 6.
RI
M =2
.0
IN
V.
(I
N
3.
/ S
EG
M
EN
T
IN
V.
(O
UT
3.
/ S
EG
M
EN
T
SM
H-
S0 0-
-0
2E
ST
A
+7 6.
RI
M =2
.2
IN
V.
(I
N
3.
/ S
EG
M
EN
T
IN
V.
(O
UT
3.
/ S
EG
M
EN
T
SEGMENT 16A
L=16'
S=0.005 30"
20"SEGMENT 14L=301'S=0.00020"
SEGMENT 15
L=77'
S=0.003 20"
SEGMENT 16L=316'S=0.00220"
SEGMENT 17
L=61'
S=-0.000 30"
SEGMENT 18L=106'S=0.00030"
SEGMENT 19
L=66' S=0.005 30"
EXIST. 20" ACP S=0.0018 SEGMENT 16
EXIST. 20" ACP
S=0.0027
SEGMENT 15
EXIST. 20" ACP S=0.000 SEGMENT 14EXIST. 20" ACP S=0.0012 SEGMENT 13
EXIST. 12" D
CONSULTANT
CLIENT
TOWN OF WESTBOROUGH, MA
DEPARTMENT OF PUBLIC WORKS
131 OAK STREET
WESTBOROUGH, MA 01581
PROJECT
INTERCEPTOR
REHABILITATION
PHASE 2
REGISTRATION
I/R DATE DESCRIPTION
ISSUE/REVISION
12345
D
Designed By:
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
60603981
DISCIPLINE
AECOM TECHNICAL SERVICES, INC.
250 APOLLO DRIVE
CHELMSFORD, MA 01824
PHONE: (978) 905-2100
www.aecom.com
Drawn By:
Dept Check:
Proj Check:
Date:
Scale:
C
B
A
12345
C :\U
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S\ N
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N O
S\ O
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ED
R
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PA
TH
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IL
EN
AM
E:
LA
ST
U
PD
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E:
PL
O
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AT
E:
Th ur sd ay
, O ct ob er
3, 6:
:5
AM
Th ur sd ay
, O ct ob er
3, 6:
:1
AM
PROFILE
1" = 40' HORIZ.
1" = 4' VERT.
PLAN
SCALE: 1" = 40'
SCALE:
BASIS OF BEARINGS:
MASSACHUSETTS STATE PLANE
COORDINATE SYSTEM, MAINLAND ZONE
SH
EE
T
C-
INSTALL CURED-IN-PLACE PIPE LINER
(SEE NOTE 1)
NOT IN CONTRACT
EXISTING MANHOLE TO BE REHABILITATED
(TYP. ALL MANHOLES ON 20" PIPE)
20" SEWER TO BE
REHABILITATED
DATUM ELEVATION = 265
DATUM ELEVATION = 265
EXISTING GRADE ALONG SEWER MAIN
REMOVE/REPLACE FENCE AS
NECESSARY TO PERFORM THE WORK
(5' DIAMETER) (4
' D
IA
M
ET
ER
P
RE
CA
ST
W
AL
LS
(4 ' D
IA
M
ET
ER
P
RE
CA
ST
W
AL
LS
(4 ' D
IA
M
ET
ER
P
RE
CA
ST
W
AL
LS
FORCE MAIN RELOCATION.
SEE DETAIL A SHEET 99 C-503. ALL
WORK RELATED TO FORCE MAIN
RELOCATION IS BID ALTERNATIVE A2.
INSTALL SEWER
MANHOLE FLOW
DEPTH MONITOR
NEW MH STA. 21+20.
CONSTRUCT NEW 4' DIAMETER SEWER
MANHOLE ON EXISTING 20" PIPE.
SEE DETAILS AND NOTES FOR DOGHOUSE
MANHOLE ON SHEET 99 C-502.
10" DI FM
NOTES:
1. EXISTING PIPE FULLY DETERIORATED AS DEFINED IN ASTM F1216.
2. SURVEY ITEMS DESIGNATED WITH A (2) ARE FROM TOWN OF
WESTBOROUGH FIELD INVESTIGATION 2/4/22.
N
EW
'Ø
D O
G H
O U
SE
S
M H
S
TA
. 2 1+
R
IM
E
L.
.6
(M
AT
C
H E
XI
ST
. G R
AD
E)
IN
V.
E L.
.9
NEW 10" FM CONNECTION
INV. EL. 285.78
M. MESERVE
M. THIBODEAU
C. BENZIGER
M. MESERVE
AS NOTED
00 C-101
SEWER PLAN AND
PROFILE 1
CIVIL
REDIRECT ACTIVE SEWER SERVICE CONNECTION FROM
15" SEWER TO 20" SEWER, AND ABANDON 15" SEWER IN
WILLOW STREET FROM SMH A TO SMH B. SEE DETAIL
SHEET 99 C-502. ALL WORK RELATED TO REDIRECT
SEWER SERVICE CONNECTIONS IS BID ALTERNATIVE A3.
APPROXIMATE LOCATION
EXISTING SEWER
SERVICE CONNECTION
PRIOR TO CONSTRUCTION,
CONFIRM SERVICE CONNECTIONS
NOT ACTIVE
SILT SACK (TYP. OF 3).
SEE DETAIL SHEET 99 C-501.
APPROXIMATE LOCATION
EXISTING SEWER
SERVICE CONNECTION
OCTOBER 2022
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1" = 40'
AutoCAD SHX Text
FEET
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1" = 4'
AutoCAD SHX Text
FEET
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
AutoCAD SHX Text
HORIZONTAL SCALE
AutoCAD SHX Text
VERTICAL SCALE
N
H
YD
S
SMH
RIM=291.15
INV. IN(A)=287.65
INV. IN(B)=285.67
INV. IN(C)=285.67
INV. OUT=285.67
MB
UP
S
SMH
RIM=288.04
UP
UP
GWGW
UP
UP GW
GW
SMH-S00-0086-0002E
RIM=292.30
INV. (IN)=285.42
INV. (CNTR)=285.41
INV. (OUT)=285.39
SBND DH (FND.)
SBND (FND.)
SB (FND.)
GV
HYD
CB
RIM=282.34
S
UP 12
GW
S S
SMH
RIM=290.46
INV. MAIN=285.99
SMH-S00-0095-0002E
RIM=290.84
INV. IN(A)=286.45
INV. (IN)=285.84
INV. (CNTR)=285.84
INV. (OUT)=285.84
S
SMH
RIM=295.33
MW
MW
CB
RIM=285.66
CB
RIM=285.88
D
DMH
RIM=285.30
INV. IN(A)=282.90
INV. IN(B)=282.50
INV. IN(C)=281.90
INV. OUT=282.30
MW
MWMW
MW
MW MW
MW
MW
MWMW
MW
MW MW
MW
MW
MW
S S
T TMH
S S
GV
WVCB
RIM=292.58
GV
S S
S
CB
RIM=283.67
S
LP
BP
BP
BP
LP
EHHLP
E EMH CB
RIM=288.75
CB
RIM=290.82
GV
EHH EHH
S
LP
BP
BP
BP
GM
SMH-S00-0095-0006E
RIM=291.40
INV. (IN)=285.80
INV. (CNTR)=285.79
INV. (OUT)=285.79
DR
IV
EW
AY
SRW
VGC
VF 6FH
BENCHMARK:
MARKED BOLT
ON HYDRANT
ELEV.=294.75
VGC
OHWOHW
OHW
UP
BCW
SGR
SG
R
EO
P
VGC
TRAIN TR
ACKS
CRUSH
ED
ST
ONE
CRUSH
ED
ST
ONE
EX
IST
ING BUILD
ING
TR
EE
LIN
E
EXIST
ING BUILD
ING
CCB
EXISTING BUILDING
#44-46
#42
EX
IST
IN
G BU
ILD
IN
G
#2
EXISTING
BUILDING
#40
CW
VGC
CC
G
T
T
E
WSO
BCC
4 SPACES
VGC
BCW
OHW OHW
CCB
3 S
PACES
VGC
CLF
8FH EO
P
EO
P
EOP
CROSSWALK
VGC
VGC
EOC
EOC
CW
W
SO
EO
P
VGC
EOC
VGC
T
T
T
CW
DRIVEW
AY
TRAFFIC
SIGNAL
BASE
T
MASS.
HIGWAY
BOX
CROSSWALKG T
CWCC
VGC
CC
GL
CROSS
WALK
CONC.
DYL
TRAFFIC
SIGNAL
BASE
T
T
E
E
CC
VGC
CW
TRAFFIC
SIGNAL
BASE
TR
CC
VGC CW
CC
E
WSO
CC T
G
EOC
EOC
LA
WV
WVWVWVWV
WV
GV
CB
RIM=287.98
D
DMH
RIM=288.37
SMH-S00-0024-0012
RIM=289.25
INV. (IN)=286.03
INV. (CNTR)=286.03
INV. (OUT)=286.03
D
DMH
RIM=288.94
INV. IN(A)=285.34
INV. IN(B)=285.24
INV. IN(C)=284.89
INV. OUT=284.89
D
D
DMH
RIM=291.39
INV. IN(A)=287.69
INV. IN(B)=287.39
INV. OUT=287.39
D
WV
LAWN
LA
WN
BIT.
CONC.
BIT. CONC.
BIT. CONC.
LA
WN
BIT.
CONC.
BIT.
CONC.
SWL
DYL
SWL
SWL
DYL
SWL
SWL
G
G
G
G
STA
TE
S
TR
EET
WILL
OW S
TR
EET
(PUBLIC
V
ARIABLE
W
IDTH
#50
#2
N/F
GTY MA/NH
LEASING INC
DEED BOOK 47273
MAP 21
PARCEL 59
N/F
WESTBOROUGH CC LLC
DEED BOOK 32507 PAGE 73
MAP 21 PARCEL 57
N/F
31 EAST MAIN LLC
DEED BOOK 41382 PAGE 258
MAP 21 PARCEL 229
N/F
42 EAST MAIN STREET LLC
DEED BOOK 42072 PAGE 192
MAP 20 PARCEL 187
N/F
HARPER ENTERPRISES INC
DEED BOOK 17013 PAGE 159
MAP 21 PARCEL 53
N/F
JOHN & SUSAN BAILLARGEON
DEED BOOK 54076 PAGE 177
MAP 27 PARCEL 236
WESTBOROUGH
WSO(R)(APPROX.)
3/4
W 3/4"
8" HP WATER
W
W
W 1"
6" SEWERD
DMH
RIM=291.42
INV.IN(A)=287.32
INV.IN(B)=287.32
INV.OUT=287.32
6"
S
AB
S
A S
8" S
EW
ERS
S
S
S S
12"
A B
12"
10"
AB
A
B
D
D
D
A B C
D
D
D A
B C
12"
15"
12"
12"12"
4"
GAS
T
8"
WATER
8" HP WATER
EX
IS
TI
N
G
BU
IL
D
IN
G
1"
30' WIDE SEWER EASEMENT
PLAN BOOK 675 PLAN 107
30' WIDE SEWER EASEMENT
PLAN BOOK 675 PLAN 107
N/F
MASSACUSETTS DEPARTMENT OF
TRANSPORTATION
DEED BOOK 49729 PAGE 1
MAP 27 PARCEL 251
20" SEWER
20" SEWER
15" SEWER
15" SEWER
20" SEWER
20" SEWER
20" SEWER
15" SEWER
4" S
EW
ER
15" SEWER
6" SEWER
C B
A
SEGMENT 9
SEGMENT 10
SEGMENT 11
SEGMENT 12
SEGMENT 13
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
292.10
291.13
290.43
289.47
288.68288.73
289.47292.47290.22 290.22
291.07297.55
297.07 292.16291.76293.05
293.25
293.08
N/F
BOJAN REALTY TRUST
DEED BOOK 16974 PAGE 383
MAP 20 PARCEL 185
EAST MAIN STREET (ROUTE 30)
SMH B
9+0010+0011+0012+0013+0014+0015+0016+0017+00
1.
0.
9.
8.
8.
9.
2.
0.
0.
1.
7.
7.
2.
1.
3.
3.
3.
SM
H-
S0 0-
-0
SM
H-
S0 0-
-0
ST
A
+1 8.
RI
M =2
.2
IN
V.
(I
N
6.
/ S
EG
M
EN
T
IN
V.
(O
UT
6.
/ S
EG
M
EN
T
SM
H-
S0 0-
-0
2E
ST
A
+1 6.
RI
M =2
.8
IN
V.
(I
N
5.
/ S
EG
M
EN
T
IN
V.
(O
UT
5.
/ S
EG
M
EN
T
SM
H-
S0 0-
-0
6E
ST
A
+5 7.
RI
M =2
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SEGMENT 9L=123'S=-0.00020"SEGMENT 10L=194'S=0.00120"SEGMENT 11L=137'S=0.00020"SEGMENT 12L=138'S=0.00320"SEGMENT 13L=302'S=0.001EXIST. 20" ACP S=0.0012 SEGMENT 13 EXIST. 20" ACP S=0.0026 SEGMENT 12EXIST. 20" ACP S=0.0003 SEGMENT 11 EXIST. 20" ACP S=0.0010 SEGMENT 10EXIST. 20" ACP S=-0.0002 SEGMENT 9
CONSULTANT
CLIENT
TOWN OF WESTBOROUGH, MA
DEPARTMENT OF PUBLIC WORKS
131 OAK STREET
WESTBOROUGH, MA 01581
PROJECT
INTERCEPTOR
REHABILITATION
PHASE 2
REGISTRATION
I/R DATE DESCRIPTION
ISSUE/REVISION
12345
D
Designed By:
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
60603981
DISCIPLINE
AECOM TECHNICAL SERVICES, INC.
250 APOLLO DRIVE
CHELMSFORD, MA 01824
PHONE: (978) 905-2100
www.aecom.com
Drawn By:
Dept Check:
Proj Check:
Date:
Scale:
C
B
A
12345
C :\U
SE
R
S\ N
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3, 6:
:3
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, O ct ob er
3, 6:
:1
AM PROFILE
1" = 40' HORIZ.
1" = 4' VERT.
PLAN
SCALE: 1" = 40'
SCALE:
SHEET 00 C-101
BASIS OF BEARINGS:MASSACHUSETTS STATE PLANE
COORDINATE SYSTEM, MAINLAND ZONE
SHEET
0 C-10
INSTALL CURED-IN-PLACE PIPE LINER
(SEE NOTE 1)
EXISTING GRADE ALONG SEWER MAIN
(4 ' D
IA
M
ET
ER
P
RE
CA
ST
W
AL
LS
(4 ' D
IA
M
ET
ER
P
RE
CA
ST
W
AL
LS
(4 ' D
IA
M
ET
ER
P
RE
CA
ST
W
AL
LS
(3 ' D
IA
M
ET
ER
B
RI
CK
W
AL
LS
DATUM ELEVATION = 265
DATUM ELEVATION = 265
300300
00 C-102
SEWER PLAN AND
PROFILE 2
CIVIL
NOTES:
1. EXISTING PIPE FULLY DETERIORATED AS DEFINED IN ASTM F1216.
MBTA RAILROAD RIGHT OF WAY. PERFORM
WORK IN ACCORDANCE WITH REQUIREMENTS
OF MBTA LICENSE FOR ENTRY INCLUDED IN
APPENDIX B OF SPECIFICATIONS.
20" SEWER TO BE
REHABILITATED
EXISTING MANHOLE TO BE REHABILITATED
(TYP. ALL MANHOLES ON 20" PIPE)
INSTALL SEWER MANHOLE
FLOW DEPTH MONITOR
M. MESERVE
M. THIBODEAU
C. BENZIGER
M. MESERVE
AS NOTED
REDIRECT ACTIVE SEWER SERVICE CONNECTION FROM
15" SEWER TO 20" SEWER. SEE DETAIL SHEET 99 C-502.
ALL WORK RELATED TO REDIRECT SEWER SERVICE
CONNECTIONS IS BID ALTERNATIVE A3.
APPROXIMATE LOCATION
EXISTING SEWER
SERVICE CONNECTION
OCTOBER 2022
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1" = 40'
AutoCAD SHX Text
FEET
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1" = 4'
AutoCAD SHX Text
FEET
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
AutoCAD SHX Text
HORIZONTAL SCALE
AutoCAD SHX Text
VERTICAL SCALE
DH (FND.)
DH (FND.)
DH (FND.)
SSM (FND.)
DH (FND.)
IR (FND.)
DH (FND.)
S
WV
CB
RIM=292.60
GV
CB
RIM=293.11
EHH
EHH
TRAFFIC SIGN
AL
TRAFFIC SIGNAL
CB
RIM=292.23
CB
RIM=291.82
S S S S S S
GV EHH
TRAFFIC SIGNAL
EHH
TRAFFIC SIGNAL
S
LP
CB
RIM=292.47LP
CB
RIM=292.73
D
DMH
RIM=293.34
LP
EHH
HYD S
#17-21
EXISTING
BUILDING
EXISTING
BUILDING
#36
BRICK PATIO
EXISTING
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#32
EX
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#3
CONCRETE
EXISTINGBUILDING
#24
#15
EXISTING
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#9
EXISTING
BUILDING
#7
EXISTING
BUILDING #5
EXISTING
BUILDING
#1
EXISTING
BUILDING
EXISTINGBUILDING
#16
EXISTINGBUILDING
#1
EXISTINGBUILDING
#6-12
EXISTINGBUILDING
#11
EX
IS
TI
N
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BU
ILD
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G
#1-3
#3
#2EXISTING
BUILD
ING
T
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S.
HIG
W
AY
BO
X
CROSSWALK
G
VGCEOC EOC
CW
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BOX
PEDESTRIAN
SIGNAL
MASS.
HIGWAY
BOX
TT
STEPS
CCB
EOC VGC
CW
CW
TELEPHONE
BOX
T T
T
4 SPACES
CR
W TRAFFIC
SIGNAL
BASEDR
IV
EW
AY
SOLAR PANEL
POST MOUNT
SI
GN
VG
CCC
T
G
MASS.
HIGWAY
BOX
DY
L
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VGC
MASS.
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BOX
CW
CW
PEDESTRIAN
SIGNAL
GL GL
GL
GL
S S LP BASE
S
LP BASELP BASELP BASE
S
EEMH LP
WV
CB
RIM=296.42
INV. OUT=293.67 EHH
EHH
H Y D
S
CB
RIM=297.08
INV. OUT=293.98
(12" CMP)
WV
S
LP
S 12" 12"
BP
WV
S LP S10"LP BASE S S6"
CB
RIM=297.22
6" S S
LP BASE
S
S
EHH GV
GM
EEMH
HYD 4" LP BASEGV LPS
SMH
RIM=296.46
INV. IN(FM)=295.96
INV. OUT=290.88
WV
TTMH
D
DMH
RIM=291.62
INV. IN(A)=288.02
INV. IN(B)=287.62
INV. OUT=287.62
D
SMH-S00-0024-0010
RIM=291.58
INV. IN(A)=288.62
INV. IN(B)=286.73
INV. (IN)=286.00
INV. (CNTR)=286.00
INV. (OUT)=286.00
D
DMH
RIM=291.54
INV. IN=288.19
INV. OUT=288.14
WV
GV
T TMH
D
DMH
RIM=297.32
INV. IN(A)=293.82
INV. IN(B)=293.72
INV. IN(C)=293.72
INV. OUT=293.38
SMH-S00-0024-002A
RIM=297.47
INV. (IN)=286.27
INV. (CNTR)=286.32
INV. (OUT)=286.32
D
DMH
RIM=297.04
INV. IN(A)=293.52
INV. IN(B)=293.00
INV. OUT=293.00
WV
WVWV
SMH-S00-0024-0002
RIM=298.02
INV. IN(A)=289.00
INV. (IN)=286.28
INV. (CNTR)=286.27
INV. (OUT)=286.25
WV WV
WV
D
DMH
RIM=297.40
INV. IN=292.23
INV. OUT=290.50
S
SMH
RIM=298.09
INV. IN(A)=286.17
INV. (MAIN)=286.17
WV
WV
WV
D
DMH
RIM=296.11
GV
GV
D
DMH
RIM=296.58
SMH-S00-0005-0008
RIM=298.14
INV. (IN)=286.82
INV. (CNTR)=286.81
INV. (OUT)=286.80
SMH-S00-00005-0010
RIM=298.10
INV. IN(A)=286.88
INV. (IN)=287.02
INV. (CNTR)=286.85
INV. (OUT)=286.70
D
DMH
RIM=297.27
T TMH
S
SMH
RIM=297.73
INV.=287.09
WVWV
BC
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VA
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AB
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W
ID
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(PUBLIC ~ VARIABLE WIDTH)
N/FODETTE R. MAKHLOUF
DEED BOOK 55782 PAGE 141
MAP 20 PARCEL 501
N/ F
EB
R
R
EA
LT
Y
TR
US
T
DE
ED
B O
O K
P
AG
E
M
AP
P
AR
CE
L 5
N/F
KATHLEE
N A. BOWMAN
DEED
BOOK 21398 PAGE 3
MAP 21 P
ARCEL
N/F
FOUR MACKS
REALTY LLC
DEED BOOK 53477
MAP 20
PARCEL 313
N/F
STONEGATE GROUP LLC
DEED BOOK 50250 PAGE 116
MAP 20 PARCEL 292
N/F
COMMERCE BANK &
TRUST COMPANY
DEED BOOK 18970
MAP 21
PARCEL 66
N/F
KN REALTY TRUST
DEED BOOK 38586
MAP 21
PARCEL 67
N/F
YOUNGNAM LEE
DEED BOOK 53819
MAP 21
PARCEL 65
N/F
SEVEN EAST MAIN
STREET TRUST
DEED BOOK 11014
MAP 21
PARCEL 230
N/F
TOWN OF
WESTBOROUGH
DEED BOOK 4101
MAP 21
PARCEL 63
N/F
15 EAST MAIN STREET
REALTY TRUST
DEED BOOK 49286
MAP 21
PARCEL 62
N/F
AAF REALTY TRUST
DEED BOOK 11014 PAGE 14
MAP 21 PARCEL 225
N /F
TO
W
N O
F W
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TB
O
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UG
H
DE
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B O
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P
AG
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N/F
WESTBOROUGH CC LLC
DEED BOOK 32507 PAGE 73
MAP 21 PARCEL 57
N/F
RASHEED WARAB
DEED BOOK 33501 PAGE 70
MAP 20 PARCEL 217
N/F
JNT REALTY LLC
DEED BOOK 46341
MAP 20
PARCEL 219
N/F
KAYROUZ REALTY LLC
DEED BOOK 51812
MAP 20
PARCEL 220N/F
24 EAST MAIN ST LLC
DEED BOOK 51512 PAGE 354
MAP 20 PARCEL 221
N/F
WILLIAM J. ADRIAN
DEED BOOK 23565 PAGE 32
MAP 20 PARCEL 195
N/F
JOHN J. ERICKSON
DEED BOOK 7517
MAP 20
PARCEL 196
N/F
ECONOMOU
REALTY CORP
DEED BOOK 19786
MAP 20
PARCEL 190
(P
UB
LI
C
V
AR
IA
BL
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W
ID
TH
(P
UB
LI
C
VA
RI
AB
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W
ID
TH
W
W
SO
(R
W
WSO(R)
3/4"
3/ 4"
1" W
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6"
W
W
SO
(R)
1-1/4" W
WSO(R)
W 1"
10" HP WATER
G
G
S2" F
M
W
1"
8" HP WATER W W
S 6"
WSO(R)
W 3/
4"
W 3/
4"
WV(R)
WSO(R)(APPROX.)
3/4" WATER LINE
WSO(R)
W3/ 4"
8" HP WATER
WSO(R)
8" WATER
W
S
6"
8" W
2"
6"
WWWWW
A A
S
S
" S
EW
ER
S
" S
EW
ER
S
S
10"
SE
W
ERS
S
6"
SE
W
ERS
D
IN
(A
7.3
IN
(B)
=28 7.3
OUT=
7.3
SS
6" S
A B
DDMH
RIM=297.63
INV.IN=288.80
INV.OUT=288.80
18" RCP D18" RCP D
CB
RIM=297.24
WATER LEVEL=294.80
(12" CMP)
A B
C
A B
D
D
D
D
" R
CP
CB
RIM=293.12
D
DMH
RIM=293.25
INV. IN(A)=291.03
INV.IN(B)=291.03
A B
D
A B
12"
A B
A
B
1-1/4" GAS
G
G
G
GV
GV
GG
G
G
GV
GG
G
G
8" GAS
G
GV
8" GAS
GV
GV(R)
G
G
GV
GV(R)
T
T
T
TMH
TMHT
T
T
T
T
T
W
W W
W
WV(R)WV(R)
WV(R)
WV(R)
W W
WV(R)
W
WV(R)
W
W
W
8" W
AT
ER
FP
FP FP
FP
FPFP
LP
LP
LP
BP
BP
S
S
EHH
24"14"
14" 8"
EHH
HY D
BP
S 12" S
D
DMH
RIM=297.11
VG
C
VGC
CW
LP UTILITY BOX
LA
LA
VGC
VGC
S S
S
HY D
WV
S
S
LP
EHH
BP
CB
RIM=296.32
CB
RIM=296.32S
GV
MH
RIM=297.28
S
4"
VGC
CROSSWALK
CROSSW
ALK
CROSSWALK
CROSSWALK
CROSSWALK
CRO
SSW
ALK
CROSSWALK
VGC
CW
CROSSWALK
6 SPACES
SP
AC
ES
W
W
VGC
VGC
VGC
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SWL
SW
L
BIT. CO
NC.
(ROUTE
SMH-S00-0005-0002
(ASSUMED - PAVED OVER)
RIM=298.62
D DMH
RIM=298.79
SMH-S00-0024-0006
RIM=294.67
INV. IN(A)=286.07
INV. (IN)=286.15
INV. (CNTR)=286.22
INV. (OUT)=286.22
" S
EW
ER
S8" SEWERA18" SEWER18" SEWER
8"
SEW
ER
S
20" SEWER
20" SEWER20" SEWER20" SEWER A
6" SEWER
SEGMENT 4
SEGMENT 2
SEGMENT 1
SEGMENT 5
SEGMENT 6
SEGMENT 7
SEGMENT 8
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
0+00 297.73 298.10
298.13
298.62298.32298.29298.04297.52297.81297.46 297.34297.18296.12295.55294.99293.84293.03
292.10 291.13
RIM=
INV(IN)=
INV(CNTR)=
INV(OUT)=
DATUM ELEV
265.00
0+001+002+003+004+005+006+007+008+009+00
7.
8.
8.
8.
8.
8.
8.
7.
7.
7.
7.
7.
6.
5.
5.
3.
3.
2.
1.
SEGMENT 4L=105'S=0.00318"
SMH-S00-00005-0010
STA 0+27.73
RIM=298.10
INV. (IN)=286.88/ SEGMENT 1
INV. (OUT)=286.70/ SEGMENT 2
SMH
STA 0+00.00
RIM=297.73
INV. (OUT)=287.09/ SEGMENT 1
SMH-S00-0005-0008
STA 0+41.74
RIM=298.14
INV. (IN)=286.82/ SEGMENT 2
INV. (OUT)=286.80/ SEGMENT 4
SMH-S00-0005-0002
STA 1+50.62
RIM=298.62
INV. (IN)=286.52/ SEGMENT 4
INV. (OUT)=286.52/ SEGMENT 5
SMH-S00-0024-0002
STA 4+00.24
RIM=298.02
INV. (IN)=286.28/ SEGMENT 5
INV. (OUT)=286.25/ SEGMENT 6
SMH-S00-0024-002A
STA 5+37.70
RIM=297.47
INV. (IN)=286.27/ SEGMENT 6
INV. (OUT)=286.32/ SEGMENT 7
SM
H-
S0 0-
-0
ST
A 7+
.14
RI
M
=2
.6
IN
V.
(I N
6.
/ S
EG
M
EN
T
IN
V.
(O
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6.
/ S
EG
M
EN
T
SM
H-
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RI
M =2
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IN
V.
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M
EN
T
IN
V.
(O
UT
6.
/ S
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M
EN
T
SEGMENT 1
L=24'
S=0.008 8"
SEGMENT 2
L=10'
S=-0.009 18"
SEGMENT 5L=246'S=0.00120"SEGMENT 6L=133'S=-0.00020"SEGMENT 7L=176'S=0.00120"SEGMENT 8L=169'S=0.00120"SEGMENT 9
EXIST. 18" ACP
S=-0.0086
SEGMENT 2
EXIST. 20" ACP S=0.0013 SEGMENT 8EXIST. 20" ACP S=0.0009 SEGMENT 7EXIST. 20" ACP S=-0.0001 SEGMENT 6EXIST. 20" ACP S=0.0010 SEGMENT 5 EXIST. 18" ACP S=0.0026 SEGMENT 4
EXIST. 8" PIPE
S=0.0076
SEGMENT 1
CONSULTANT
CLIENT
TOWN OF WESTBOROUGH, MA
DEPARTMENT OF PUBLIC WORKS
131 OAK STREET
WESTBOROUGH, MA 01581
PROJECT
INTERCEPTOR
REHABILITATION
PHASE 2
REGISTRATION
I/R DATE DESCRIPTION
ISSUE/REVISION
12345
D
Designed By:
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
60603981
DISCIPLINE
AECOM TECHNICAL SERVICES, INC.
250 APOLLO DRIVE
CHELMSFORD, MA 01824
PHONE: (978) 905-2100
www.aecom.com
Drawn By:
Dept Check:
Proj Check:
Date:
Scale:
C
B
A
12345
M. MESERVE
M. THIBODEAU
C. BENZIGER
M. MESERVE
OCTOBER 2022
AS NOTED
00 C-103
SEWER PLAN AND
PROFILE 3
CIVIL
C :\U
SE
R
S\ N
AP
O
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TA
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S\ O
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AM
E:
LA
ST
U
PD
AT
E:
PL
O
T D
AT
E:
Th ur sd ay
, O ct ob er
3, 6:
:1
AM
W ed ne sd ay , O ct ob er
2, 9:
:3
AM
PROFILE
PLAN
SH
EE
T
C-
BASIS OF BEARINGS:
MASSACHUSETTS STATE PLANE
COORDINATE SYSTEM, MAINLAND ZONE
EXISTING GRADE ALONG SEWER MAIN
(4 ' D
IA
M
ET
ER
P
RE
CA
ST
W
AL
LS
DATUM ELEVATION = 265
DATUM ELEVATION = 265
300300
(5 ' D
IA
M
ET
ER
P
RE
CA
ST
W
AL
LS
(4' DIAMETER PRECAST WALLS) (5' DIAMETER PRECAST WALLS) (5' DIAMETER PRECAST WALLS) (6' DIAMETER PRECAST WALLS) (6' DIAMETER PRECAST WALLS)
NOTES:
1. EXISTING PIPE FULLY DETERIORATED AS DEFINED IN ASTM F1216.
EXISTING MANHOLE TO BE REHABILITATED
(TYP. ALL MANHOLES ON 20" AND 18" PIPE)
20" SEWER TO BE
REHABILITATED
18" SEWER TO BE
REHABILITATED
NOT IN CONTRACT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1" = 40'
AutoCAD SHX Text
FEET
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1" = 4'
AutoCAD SHX Text
FEET
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
AutoCAD SHX Text
HORIZONTAL SCALE
AutoCAD SHX Text
VERTICAL SCALE
TOWN OF WESTBOROUGH, MA
DEPARTMENT OF PUBLIC WORKS
131 OAK STREET
WESTBOROUGH, MA 01581
PROJECT
INTERCEPTOR
REHABILITATION
PHASE 2
REGISTRATION
I/R DATE DESCRIPTION
ISSUE/REVISION
12345
D
Designed By:
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
60603981
DISCIPLINE
AECOM TECHNICAL SERVICES, INC.
250 APOLLO DRIVE
CHELMSFORD, MA 01824
PHONE: (978) 905-2100
www.aecom.com
Drawn By:
Dept Check:
Proj Check:
Date:
Scale:
C
B
A
12345
M. MESERVE
M. THIBODEAU
C. BENZIGER
M. MESERVE
OCTOBER 2022
AS NOTED
99 C-501
DETAILS 1
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SECTION
SEDIMENT TRAP
STRAW WATTLE WITH SILT FENCE
STRAW WATTLE
PLAN
SECTION
SECTION A-A
PLAN VIEW
A
A
TEMPORARY CONSTRUCTION ENTRANCE DETAIL
SEDIMENTATION CONTROL FOR CATCH BASINS
CIPP INSTALLATION ACCESS
MANHOLE DETAIL
PLAN
AutoCAD SHX Text
GROUND SLOPE
AutoCAD SHX Text STONES (d =6")
AutoCAD SHX Text
2' HIGH CLEAN
AutoCAD SHX Text
SEDIMENT
AutoCAD SHX Text
FILTER FABRIC MAT
AutoCAD SHX Text
FLAT STONE
AutoCAD SHX Text
PUMP DISCHARGE LINE
AutoCAD SHX Text
SUITABLE VELOCITY DISSIPATER
AutoCAD SHX Text
STRAW BALE
AutoCAD SHX Text
SEDIMENT FREE WATER
AutoCAD SHX Text
WATER COURSE
AutoCAD SHX Text
TO NATURAL
AutoCAD SHX Text
OR AS DIRECTED
AutoCAD SHX Text
FILTER FABRIC MAT
AutoCAD SHX Text
FLAT STONE
AutoCAD SHX Text
PUMP DISCHARGE
AutoCAD SHX Text
SEDIMENT LADEN WATER
AutoCAD SHX Text
TO DISSIPATE VELOCITY
AutoCAD SHX Text
SUITABLE DEVICE
AutoCAD SHX Text
GROUND SLOPE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
10'-15' (TYP.) OR AS DIRECTED
AutoCAD SHX Text 2'
AutoCAD SHX Text
15'-20' (TYP.)
AutoCAD SHX Text
STRAW BALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
1. SEE SPECIFICATIONS FOR STRAW WATTLE AND SILT FENCE REQUIREMENTS.SEE SPECIFICATIONS FOR STRAW WATTLE AND SILT FENCE REQUIREMENTS.
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
STRAW WATTLE
AutoCAD SHX Text
BLOWN/PLACED COMPOST
AutoCAD SHX Text 2"x2"x36" WOODEN STAKES PLACED 10' O.C.
AutoCAD SHX Text
SILT FENCE FABRIC WITH 4' STAKE (1' BURY)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
WATER FLOW
AutoCAD SHX Text
AREA TO BE PROTECTED
AutoCAD SHX Text
GEOTEXTILE
AutoCAD SHX Text
NONWOVEN
AutoCAD SHX Text
2"-3" CRUSHED STONE
AutoCAD SHX Text
EDGE OF EXISTING ROADWAY PAVEMENT
AutoCAD SHX Text
EXISTING GROUND SURFACE
AutoCAD SHX Text
5" MIN.
AutoCAD SHX Text
PRECAST REINFORCED
AutoCAD SHX Text
CONCRETE MH BARREL
AutoCAD SHX Text
BUTYL RUBBER
AutoCAD SHX Text
SEALANT (TYP.)
AutoCAD SHX Text
PRECAST REINFORCED
AutoCAD SHX Text
CONCRETE MH CONE
AutoCAD SHX Text
MORTAR
AutoCAD SHX Text
11" MAX.
AutoCAD SHX Text
DIA.
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text
PAVED SURFACE
AutoCAD SHX Text
UNPAVED SURFACE
AutoCAD SHX Text
COMBINATION OF 1, 2,
AutoCAD SHX Text
3 OR 4 FT. LENGTHS
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
2-1.5.41 (REV. 03-15-95)
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
3'-0" OR 4'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
MH STEPS
AutoCAD SHX Text
MH FRAME AND COVER
AutoCAD SHX Text
TYPICAL EXISTING MANHOLE CONFIGURATION
AutoCAD SHX Text
TACK COAT TO BE APPLIED TO VERTICAL SURFACE OF CUTBACK EDGES (TYP.)
AutoCAD SHX Text
EXISTING ROAD SURFACE
AutoCAD SHX Text
REPLACE PAVEMENT. SEE TRENCH PAVEMENT REPAIR DETAIL.
AutoCAD SHX Text IF NECESSARY FOR THE INSTALLATION OF CIPP LINER, REMOVE FRAME AND COVER OR REMOVE FRAME AND COVER PLUS CONE, AND THEN REINSTATE ALL MATERIALS UPON COMPLETION OF CIPP LINER INSTALLATION.
AutoCAD SHX Text NOTES: 1. MANHOLE DIAMETER VARIES. SEE PROFILES FOR MANHOLE DIAMETER.MANHOLE DIAMETER VARIES. SEE PROFILES FOR MANHOLE DIAMETER.
AutoCAD SHX Text
MINIMUM 2" BITUMINOUS PAVEMENT BASE COURSE
AutoCAD SHX Text
LOAM AND SEED
AutoCAD SHX Text
COMPACTED EXCAVATED MATERIAL
AutoCAD SHX Text ADJUST TO REQUIRED GRADE WITH A MINIMUM OF TWO COURSES OF BRICK MASONRY OR REINFORCED CONCRETE GRADING RINGS
AutoCAD SHX Text
COMPACTED EXCAVATED MATERIAL
AutoCAD SHX Text
12" GRAVEL BASE COURSE
2" BITUMINOUS PAVEMENT TOP COURSE
TOWN OF WESTBOROUGH, MA
DEPARTMENT OF PUBLIC WORKS
131 OAK STREET
WESTBOROUGH, MA 01581
PROJECT
INTERCEPTOR
REHABILITATION
PHASE 2
REGISTRATION
I/R DATE DESCRIPTION
ISSUE/REVISION
12345
D
Designed By:
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
60603981
DISCIPLINE
AECOM TECHNICAL SERVICES, INC.
250 APOLLO DRIVE
CHELMSFORD, MA 01824
PHONE: (978) 905-2100
www.aecom.com
Drawn By:
Dept Check:
Proj Check:
Date:
Scale:
C
B
A
12345
M. MESERVE
M. THIBODEAU
C. BENZIGER
M. MESERVE
OCTOBER 2022
AS NOTED
99 C-502
DETAILS 2
CIVIL
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MANHOLE RISER WITH
ECCENTRIC CONE TOP
NON-SHRINK MORTAR JOINTS
FOR CONNECTING PIPES TO
BRICK OR BLOCK MASONRY MANHOLES
SECTIONPLAN
PLAN SECTION
WATERTIGHT RESILIENT CONNECTOR
FOR CONNECTING PIPES TO
PRECAST CONCRETE MANHOLES
PRECAST FLAT SLAB TOP
FOR SHALLOW MANHOLE
REDIRECT SEWER SERVICE "DOGHOUSE" MANHOLE
AutoCAD SHX Text
5" MIN.
AutoCAD SHX Text
PRECAST REINFORCED
AutoCAD SHX Text
CONCRETE MH BARREL
AutoCAD SHX Text
BUTYL RUBBER
AutoCAD SHX Text
SEALANT (TYP.)
AutoCAD SHX Text
PRECAST REINFORCED
AutoCAD SHX Text
CONCRETE MH CONE
AutoCAD SHX Text
MORTAR
AutoCAD SHX Text
AS SPECIFIED
AutoCAD SHX Text
11" MAX.
AutoCAD SHX Text
DIA.
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text
PAVED SURFACE
AutoCAD SHX Text
UNPAVED SURFACE
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
TOP COURSE
AutoCAD SHX Text
BINDER COURSE
AutoCAD SHX Text
COMBINATION OF 1, 2,
AutoCAD SHX Text
3 OR 4 FT. LENGTHS
AutoCAD SHX Text
ADJUST TO REQUIRED GRADE WITH
AutoCAD SHX Text
A MINIMUM OF TWO COURSES OF
AutoCAD SHX Text
BRICK MASONRY OR REINFORCED
AutoCAD SHX Text
CONCRETE GRADING RINGS
AutoCAD SHX Text
4'-0" DIA.
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
3'-0" OR 4'-0"
AutoCAD SHX Text
MH FRAME AND COVER
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
MH STEPS
AutoCAD SHX Text
MAX. OPENING
AutoCAD SHX Text
O.D. + 4" IF
AutoCAD SHX Text
CUT IN FIELD
AutoCAD SHX Text
NON-SHRINK
AutoCAD SHX Text
MORTAR
AutoCAD SHX Text
PIPE
AutoCAD SHX Text O.D.
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
RUBBER RING WATER STOP
AutoCAD SHX Text
MASONRY MH WALL
AutoCAD SHX Text
BRICK OR BLOCK
AutoCAD SHX Text
MASONRY MH WALL
AutoCAD SHX Text
BRICK OR BLOCK
AutoCAD SHX Text
ROUGHEN PIPE
AutoCAD SHX Text
SURFACE
AutoCAD SHX Text
MORTAR
AutoCAD SHX Text
#4 HOOP
AutoCAD SHX Text 8"
AutoCAD SHX Text
MH STEPS
AutoCAD SHX Text
1" CHAMFER
AutoCAD SHX Text
2'-6" DIA.
AutoCAD SHX Text
2" CLEAR COVER
AutoCAD SHX Text
#4 TIE
AutoCAD SHX Text #6
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
2'-0" DIA.
AutoCAD SHX Text
#4 HOOP
AutoCAD SHX Text
2" CLEAR COVER
AutoCAD SHX Text 8"
AutoCAD SHX Text
11" MAX.
AutoCAD SHX Text
PAVED
AutoCAD SHX Text
UNPAVED
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
%%UPLAN OF PRECAST SLAB
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SURFACE
AutoCAD SHX Text
SURFACE
AutoCAD SHX Text
PRECAST REINFORCED CONCRETE MH FLAT SLAB TOP
AutoCAD SHX Text ADJUST TO REQUIRED GRADE WITH MINIMUM OF TWO COURSES AND MAXIMUM OF THREE COURSES OF BRICK MASONRY OR REINFORCED CONCRETE GRADING RINGS AT ENGINEERS DISCRETION. NO CEMENT BRICK OR BARREL BLOCK ALLOWED.
AutoCAD SHX Text
PAVEMENT TOP COURSE
AutoCAD SHX Text
PAVEMENT BINDER COURSE
AutoCAD SHX Text
MH FRAME AND COVER AS SPECIFIED
AutoCAD SHX Text
BUTYL RUBBER SEALANT
AutoCAD SHX Text
PRECAST REINFORCED CONCRETE MH BARREL NO CEMENT BRICK OR BARREL BLOCK ALLOWED.
AutoCAD SHX Text 6"
AutoCAD SHX Text
GROUND SURFACE
AutoCAD SHX Text
EXISTING BUILDING CONNECTION
AutoCAD SHX Text
PROVIDE CURVES OR BENDS AS REQUIRED
AutoCAD SHX Text
FLEXIBLE ELASTOMERIC PLASTIC COUPLING WITH STEEL CLAMPS (TYPICAL)
AutoCAD SHX Text
EXIST. 15" SEWER. SEE NOTE 3.
AutoCAD SHX Text REMOVE EXIST. SEWER SERVICE CONNECTION AND 15" SEWER AS NECESSARY, AND RECONSTRUCT SEWER SERVICE CONNECTION TO CONNECTION TO NEW CIPP LINER OF 20" INTERCEPTOR
AutoCAD SHX Text
EXIST. SEWER SERVICE CONNECTION CONNECTED TO 15" SEWER
AutoCAD SHX Text REPLACE SPACE RESULTING FROM REMOVAL OF EXISTING SEWER SERVICE CONNECTION AND 15" PIPE WITH THOROUGHLY COMPACTED SCREENED GRAVEL AND EXTEND SCREENED GRAVEL FROM 6" ABOVE EXISTING BUILDING CONNECTION TO 6" BELOW AND TO EACH SIDE OF THE NEW BUILDING CONNECTION
AutoCAD SHX Text RECONSTRUCTED PVC SEWER SERVICE CONNECTION WITH MIN. SLOPE 1/4" PER FOOT UNLESS OTHERWISE DIRECTED
AutoCAD SHX Text
20" AC INTERCEPTOR TO RECEIVE CIPP LINER
AutoCAD SHX Text
PROVIDE CONNECTION TO NEW CIPP LINER OF INTERCEPTOR. SEE NOTE 1.
AutoCAD SHX Text
SELECT MATERIAL, THOROUGHLY COMPACTED
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text NOTES: 1. CONNECTION SHALL BE INSERTA TEE AS MANUFACTURED BY ADS, OR APPROVED CONNECTION SHALL BE INSERTA TEE AS MANUFACTURED BY ADS, OR APPROVED EQUAL. INSERTA TEE SERVICE CONNECTIONS SHALL CONSIST OF A PVC HUB, RUBBER SLEEVE AND STAINLESS STEEL BAND. CONNECTIONS SHALL BE COMPRESSION FIT INTO THE CORED WALL OF A MAINLINE PIPE. HUB SHALL BE MADE FROM HEAVY-DUTY PVC MATERIAL. STAINLESS STEEL CLAMPING ASSEMBLY SHALL BE MADE FROM A MINIMUM 301 GRADE STEEL. RUBBER SLEEVE AND GASKET, WHEN APPLICABLE, SHALL MEET THE REQUIREMENTS OF ASTM F477. GASKETS SHALL BE INSTALLED BY THE MANUFACTURER. THE BELL CONNECTION SHALL BE WATERTIGHT MEETING THE REQUIREMENTS OF ASTM D3212. CONFIRM WATERTIGHTNESS BY TESTING IN ACCORDANCE WITH ASTM F2487, ASTM C969 OR ASTM F1417. 2. CIPP LINER SHALL BE INSTALLED IN INTERCEPTOR PRIOR TO INSTALLATION OF CIPP LINER SHALL BE INSTALLED IN INTERCEPTOR PRIOR TO INSTALLATION OF INSERTA TEE CONNECTION. 3. EXISTING 15" SEWER SHALL BE CUT AND REMOVED AS NECESSARY TO ALLOW EXISTING 15" SEWER SHALL BE CUT AND REMOVED AS NECESSARY TO ALLOW EXTENSION OF SEWER SERVICE CONNECTION TO INTERCEPTOR. WHEREVER 15" PIPE IS CUT, INSTALL PLUG IN EACH END OF REMAINING PIPE. 4. EXISTING 15" PIPE IS INACTIVE EXCEPT FOR THE SEWER SERVICE CONNECTIONS EXISTING 15" PIPE IS INACTIVE EXCEPT FOR THE SEWER SERVICE CONNECTIONS THAT ARE SHOWN TO BE RECONNECTED TO THE 20" INTERCEPTOR. CONTRACTOR SHALL MAINTAIN WASTEWATER FLOW DURING THE WORK. 5. FOLLOW REQUIREMENTS FOR HANDLING/DISPOSAL OF ASBESTOS CEMENT (AC) FOLLOW REQUIREMENTS FOR HANDLING/DISPOSAL OF ASBESTOS CEMENT (AC) PIPE AND ASBESTOS CONTAINING MATERIAL AS SPECIFIED IN SECTION 01063.
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
6" MINIMUM (TYPICAL)
AutoCAD SHX Text
TO UNDISTURBED GROUND
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text
NON-SHRINK MORTAR
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text 4-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
WATERTIGHT JOINT
AutoCAD SHX Text
6" MIN. CONCRETE FILL
AutoCAD SHX Text .8D
AutoCAD SHX Text D
AutoCAD SHX Text
20" ACP (EXISTING)
AutoCAD SHX Text 0.8D
AutoCAD SHX Text
20" ACP (EXISTING)
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1. INVERT TO BE FORMED BY CUTTING EXISTING 20" AC PIPE INVERT TO BE FORMED BY CUTTING EXISTING 20" AC PIPE AT .5D AND CONSTRUCTING CONCRETE FILL INVERT TO .8D. FOLLOW REQUIREMENTS FOR HANDLING/DISPOSAL OF ASBESTOS CEMENT (AC) PIPE AND ASBESTOS CONTAINING MATERIAL AS SPECIFIED IN SECTION 01063. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING WASTEWATER FLOW DURING CONSTRUCTION. 3. CONTRACTOR SHALL SUBMIT DETAILS OF CUTTING INTO CONTRACTOR SHALL SUBMIT DETAILS OF CUTTING INTO EXISTING 20" PIPE TO ENGINEER FOR REVIEW. 4. FOR ADDITIONAL DIMENSIONS AND DETAILS NOT SHOWN, SEE OTHER MANHOLE DETAILS.
AutoCAD SHX Text
20" AC PIPE (EXISTING)
AutoCAD SHX Text
20" AC PIPE (EXISTING)
AutoCAD SHX Text
BASE TO BE CONSTRUCTED ON MINIMUM 6" COMPACTED CRUSHED STONE
AutoCAD SHX Text
1500 PSI CONCRETE CRADLE TO UNDISTURBED GROUND
AutoCAD SHX Text
PRECAST 48" "DOGHOUSE" BARREL SECTION
AutoCAD SHX Text
3000 PSI CONCRETE BASE POURED IN PLACE
NOT TO SCALE
TOWN OF WESTBOROUGH, MA
DEPARTMENT OF PUBLIC WORKS
131 OAK STREET
WESTBOROUGH, MA 01581
PROJECT
INTERCEPTOR
REHABILITATION
PHASE 2
REGISTRATION
I/R DATE DESCRIPTION
ISSUE/REVISION
12345
D
Designed By:
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
60603981
DISCIPLINE
AECOM TECHNICAL SERVICES, INC.
250 APOLLO DRIVE
CHELMSFORD, MA 01824
PHONE: (978) 905-2100
www.aecom.com
Drawn By:
Dept Check:
Proj Check:
Date:
Scale:
C
B
A
12345
M. MESERVE
M. THIBODEAU
C. BENZIGER
M. MESERVE
OCTOBER 2022
AS NOTED
99 C-503
DETAILS 3
CIVIL
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TRENCH WIDTH Ws OR Wu
(WITH/WITHOUT LEDGE EXCAVATION)
GENERAL NOTES FOR
PIPE TRENCHES
TRENCH SECTION
FOR DI OR PVC PIPE
18 INCH DIAMETER AND SMALLER
TRENCH SECTION IN
UNACCEPTABLE MATERIAL
TYPICAL SUPPORTS FOR
UTILITIES
BITUMINOUS CONCRETE
TRENCH PAVEMENT REPAIR DETAIL
DETAIL A/00 C-101
AutoCAD SHX Text
NOMINAL PIPE
AutoCAD SHX Text
DEPTH OF PIPE INVERT
AutoCAD SHX Text
BELOW GROUND SURFACE
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text D + 3'-0"
AutoCAD SHX Text
24" AND SMALLER
AutoCAD SHX Text 7'-0"
AutoCAD SHX Text D + 5'-0"
AutoCAD SHX Text
OVER 24"
AutoCAD SHX Text
DIAMETER
AutoCAD SHX Text
12' TO 20'
AutoCAD SHX Text
0 TO 12'
AutoCAD SHX Text D
AutoCAD SHX Text
1. PIPE TRENCHES MAY BE EXCAVATED WIDER THAN TRENCH WIDTH PIPE TRENCHES MAY BE EXCAVATED WIDER THAN TRENCH WIDTH Ws (SHEETED) OR Wu (UNSHEETED) ABOVE THE TOP OF PIPE ZONE. 2. TRENCHES SHALL NOT BE EXCAVATED BEYOND THE TRENCH WIDTH TRENCHES SHALL NOT BE EXCAVATED BEYOND THE TRENCH WIDTH Wu BELOW THE TOP OF PIPE ZONE. 3. SHEETING MUST BE USED IF EXCAVATION AND BACKFILL, BELOW SHEETING MUST BE USED IF EXCAVATION AND BACKFILL, BELOW NORMAL DEPTH, IS REQUIRED. SHEETING SHALL BE LEFT IN PLACE BELOW A LINE 1'-0" ABOVE THE TOP OF PIPE AND 5'-0" BELOW GRADE. 4. CONTROL DENSITY FILL TO BE USED AS BACKFILL WHERE UTILITIES CONTROL DENSITY FILL TO BE USED AS BACKFILL WHERE UTILITIES OR ROAD ARE UNDERMINED OR AS DIRECTED BY THE ENGINEER.
AutoCAD SHX Text NOTES: : 1. WRAP SCREENED GRAVEL IN NON-WOVEN GEOTEXTILE FABRIC TO WRAP SCREENED GRAVEL IN NON-WOVEN GEOTEXTILE FABRIC TO PREVENT MIGRATION OF FINES FROM NATIVE SOIL INTO THE GRAVEL.
AutoCAD SHX Text SHEETING, IF USED, SHALL BE LEFT IN PLACE BELOW TOP OF PIPE ZONE ± 5' BELOW GRADE,EXCEPT WHERE OTHERWISE INDICATED OR DIRECTED
AutoCAD SHX Text NOTES: 1. TO BE USED WHERE UNACCEPTABLE FOUNDATION MATERIAL (SEE TO BE USED WHERE UNACCEPTABLE FOUNDATION MATERIAL (SEE SPECIFICATION SECTION 02210) EXISTS BELOW NORMAL DEPTH. 2. DETAILS NOT SHOWN ARE SAME TRENCH SECTIONS SHOWN ELSEWHERE. DETAILS NOT SHOWN ARE SAME TRENCH SECTIONS SHOWN ELSEWHERE. 3. NON-WOVEN GEOTEXTILE SHALL BE PLACED AT UNDISTURBED SUBGRADE NON-WOVEN GEOTEXTILE SHALL BE PLACED AT UNDISTURBED SUBGRADE WHEN SCREENED GRAVEL OR CRUSHED STONE IS USED AS BACKFILL.
AutoCAD SHX Text
NON-WOV…
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