HomeMy WebLinkAbout20221220 Approved Plan Main Street Pump Station for Permitting720 MAIN STREET
PUMP STATION REPLACEMENT
DEPARTMENT OF PUBLIC WORKS
BARNSTABLE, MASSACHUSETTS
DANIEL W. SANTOS, P.E. - DIRECTOR
PAUL RUSZALA, P.E. - SENIOR PROJECT MANAGER - CWMP CONSTRUCTION
GRIFFIN BEAUDOIN, P.E. - TOWN ENGINEER
ANDREW BOULE - WATER POLLUTION CONTROL SUPERVISOR
DECEMBER 2022
FOR PERMITTING
N
BARNSTABLE
SOU
T
H
S
T
R
E
E
T
PROJECT AREA
VICINITY MAP
1"= 500'
TOWN OF BARNSTABLE, MA
CWSRF #6953
MAI
N
S
T
R
E
E
T
NORTH STREETSEA STREET
PROPOSED
PUMP STATION
INDEX OF DRAWINGS
ZFK
DNRP
FJB
FJB
AS NOTED
G-1
INDEX OF DRAWINGS
G-1 INDEX OF DRAWINGS
G-2 GENERAL NOTES AND
SUGGESTED SEQUENCE OF CONSTRUCTION
G-3 LEGEND, ABBREVIATIONS, AND SHEET MAP
THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\02 General Notes and Legend.dwg Plot Date: Dec 20,2022-1:26pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
GENERAL NOTES SHEETS
CIVIL SHEETS
C-1 EXISTING CONDITIONS PLAN
725 MAIN STREET PUMP STATION
C-2 EXISTING CONDITIONS PLAN
STA 0+00 TO STA 5+60
C-3 EXISTING CONDITIONS PLAN
STA 5+60 TO STA 11+26
C-4 PROPOSED CONDITIONS PLAN
725 MAIN STREET PUMP STATION
C-5 PROPOSED CONDITIONS PLAN
STA 0+00 TO STA 5+60
C-6 PROPOSED CONDITIONS PLAN
STA 5+60 TO STA 11+26
C-7 EXISTING PUMP STATION DEMOLITION PLAN
CD-1 CIVIL DETAILS I
CD-2 CIVIL DETAILS II
CD-3 CIVIL DETAILS III
CD-4 CIVIL DETAILS IV
CD-5 CIVIL DETAILS V
CD-6 CIVIL DETAILS VI
ARCHITECTURAL SHEETS
STRUCTURAL SHEETS
A-1 CODE REVIEW
A-2 FLOOR PLANS
A-3 ROOF PLAN
A-4 REFLECTED CEILING PLANS
A-5 BUILDING SECTIONS
A-6 BUILDING SECTIONS
A-7 EXTERIOR ELEVATIONS
A-8 PERSPECTIVES
S-1 GENERAL NOTES
S-2 FOUNDATION PLAN AND FLOOR PLAN 1
S-3 ROOF PLAN
S-4 STRUCTURAL FOUNDATION SECTIONS
S-5 STRUCTURAL FOUNDATION SECTIONS
S-6 STRUCTURAL SLAB SECTIONS
S-7 STRUCTURAL CMU SECTIONS
M-1 PUMP STATION LAYOUT
BELOW GRADE AND FLOOR AT GRADE
M-2 PUMP STATION LAYOUT
SECTION VIEW
M-3 PUMP STATION LAYOUT
SECTION VIEW
MECHANICAL SHEETS
H-1 HVAC LEGEND NOTES AND DETAILS
H-2 HVAC SCHEDULES
H-3 HVAC PLANS
HVAC SHEETS
P-1 PLUMBING LEGEND, NOTES AND ABBREVIATIONS
P-2 PLUMBING PLANS
P-3 PLUMBING SCHEDULES AND DETAILS
PLUMBING SHEETS
E-1 ELECTRICAL LEGEND, NOTES, AND DETAILS
E-2 ELECTRICAL SCHEDULES
E-3 ELECTRICAL PLANS
E-4 POWER RISER DIAGRAM
E-5 ELECTRICAL DETAILS
ELECTRICAL SHEETS
INSTRUMENTATION AND CONTROLS SHEETS
TRAFFIC MANAGEMENT PLAN SHEETS
TO BE INCLUDED UNDER NEXT SUBMISSION
TO BE INCLUDED UNDER NEXT SUBMISSION
SUGGESTED SEQUENCE OF CONSTRUCTION
GENERAL NOTES AND
ZFK
DNRP
FJB
FJB
AS NOTED
G-2
1.BASE MAP INFORMATION IS BASED ON EXISTING CONDITION SURVEY PERFORMED BY MERRILL
ENGINEERS AND LAND SURVEYORS (SEPTEMBER 2021 - NOVEMBER 2021) AND RECORD
INFORMATION PROVIDED BY THE TOWN. THE BASIS OF BEARING FOR ALL SURVEYS IS AN
APPROXIMATED NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND THE HORIZONTAL
DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1983 (NAD83). IT IS NOTED THAT
ADDITIONAL UTILITY PIPES AND STRUCTURES MAY EXIST.
2.ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY DIG SAFE AT LEAST 72
HOURS IN ADVANCE, EXCLUDING WEEKENDS AND HOLIDAYS, PRIOR TO ANY EXCAVATION. THE
DIG SAFE PROJECT REFERENCE NUMBER(S) SHALL BE GIVEN TO THE OWNER.
3.THE CONTRACTOR IS ADVISED TO TAKE ALL REASONABLE PRECAUTIONS AND MAKE ALL
REASONABLE INVESTIGATIONS NECESSARY TO PERFORM THE WORK. THE OWNER WILL NOT
CONSIDER CONTRACTOR'S UNFAMILIARITY WITH THE PROJECT OR SITE CONDITIONS AT THE
TIME OF BID AS A BASIS FOR ADDITIONAL COMPENSATION.
4.THE CONTRACTOR SHALL NOT STORE ANY APPARATUS, MATERIALS, SUPPLIES, OR EQUIPMENT
ON DRAINAGE STRUCTURES, PRIVATE PROPERTY, OR WITHIN 100 FEET OF WETLANDS.
5.NORTH DIRECTION SHOWN IS APPROXIMATE.
6.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS OF THE
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).
7.THE CONTRACTOR SHALL RESTORE ALL DAMAGED PUBLIC AND PRIVATE PROPERTY TO ITS
PRE-CONSTRUCTION CONDITION AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS TO
TAKE SPECIAL CARE NOT TO DAMAGE TREES, BUSHES, PLANTS, FLOWERS, STONE WALLS, SEA
WALLS, FENCES, ETC. WITHIN THE CONSTRUCTION AREA UNLESS THEY ARE NOTED TO BE
REMOVED. CONTRACTOR SHALL REPLACE AT NO COST TO THE OWNER, ALL DAMAGED ITEMS.
8.ALL EXISTING WATER, SEWER. AND STORM DRAIN LINES ENCOUNTERED DURING
CONSTRUCTION ARE TO REMAIN IN SERVICE UNLESS OTHERWISE NOTED ON THE DRAWINGS
OR DIRECTED BY THE TOWN OR THE ENGINEER. THE CONTRACTOR SHALL REPAIR ANY
EXISTING WATER MAINS, WATER SERVICES, STORM DRAIN LINES, OR CULVERTS DAMAGED BY
THE CONTRACTOR DURING CONSTRUCTION AT THE CONTRACTOR'S EXPENSE.
9.IN THOSE INSTANCES WHERE POWER OR TELEPHONE POLE SUPPORT IS REQUIRED, THE
CONTRACTOR SHALL PROVIDE A MINIMUM 48-HOUR NOTIFICATION TO THE RESPECTIVE UTILITY
COMPANY. PAYMENT FOR TEMPORARY BRACING OF UTILITIES SHALL BE PAID FOR UNDER THE
UTILITY SUPPORT AND COORDINATION ITEM OF THE BID FORM.
10.ALL STRUCTURES AND PIPELINES LOCATED ADJACENT TO THE TRENCH EXCAVATION SHALL BE
PROTECTED AND FIRMLY SUPPORTED BY THE CONTRACTOR UNTIL THE TRENCH IS BACKFILLED.
INJURY TO ANY SUCH STRUCTURE CAUSED BY, OR RESULTING FROM, THE CONTRACTORS
OPERATIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. ALL UTILITIES REQUIRING
REPAIR, RELOCATION, OR ADJUSTMENT AS A RESULT OF THE PROJECT SHALL BE
COORDINATED THROUGH THE RESPECTIVE UTILITY AND THE TOWN.
11.BORING LOCATIONS ARE SHOWN ON THE DRAWINGS. LOCATIONS WERE MEASURED FROM
EXISTING SITE FEATURES AND ARE APPROXIMATE. BORING LOGS ARE PROVIDED IN APPENDIX B
OF THE SPECIFICATIONS.
12.CONTRACTOR SHALL REMOVE AND REPLACE, OR REPAIR, ALL CURBS, SIDEWALKS, PAVEMENT,
AND OTHER ITEMS DAMAGED BY THEIR CONSTRUCTION ACTIVITIES TO AT LEAST THEIR
ORIGINAL CONDITION, AND TO THE SATISFACTION OF THE TOWN OF BARNSTABLE DEPARTMENT
OF PUBLIC WORKS AND THE ENGINEER.
13.OPEN TRENCHES MUST BE BACKFILLED AT THE END OF THE WORKDAY IN ACCORDANCE WITH
THE DETAILS AND SPECIFICATIONS OR COVERED AND SECURED WITH STEEL PLATES AND
RAMPED AS APPROVED BY THE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS.
14.THE CONTRACTOR SHALL BE REQUIRED TO FURNISH AND MAINTAIN A TELEPHONE NUMBER
WHERE THE CONTRACTOR CAN BE REACHED 24 HOURS A DAY, 7 DAYS A WEEK.
15.THE CONTRACTOR SHALL HANDLE GROUNDWATER, WHERE ENCOUNTERED, IN AN APPROVED
MANNER. DURING ANY DEWATERING, THE CONTRACTOR SHALL USE STONE AROUND THE
SUCTION END TO MINIMIZE DISCHARGE OF TRENCH MATERIALS. THE DISCHARGED WATER
SHALL PASS THROUGH FILTER FABRIC. FLOW FROM DEWATERING ACTIVITIES SHALL NOT BE
DISCHARGED TO SANITARY SEWERS.
16.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR WORK IN ROADWAYS. THE
CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL PERMITS AS AN INTEGRAL PART OF
HIS WORK.
17.IN AREAS WHERE CONSTRUCTION ACTIVITIES ARE ANTICIPATED TO OCCUR WITHIN PRIVATE
PROPERTY, PROPERTY LINE LOCATIONS ARE TO BE REVIEWED WITH THE TOWN PRIOR TO
COMMENCING CONSTRUCTION ACTIVITIES.
18.DO NOT SCALE DRAWINGS UNLESS OTHERWISE NOTED. WRITTEN DIMENSIONS AND
STATIONING SHALL PREVAIL. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
19.ALL ELEVATIONS SHOWN ARE IN NAVD 88. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING ALL ELEVATIONS, DIMENSIONS, ANGLES AND EXISTING CONDITIONS AT THE WORK
SITE PRIOR TO FABRICATION AND/OR INSTALLATION OF ANY WORK IN THE CONTRACT AREA.
20.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE
LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED
WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER
FOR RESOLUTION OF THE CONFLICT.
21.THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING
SEWER SERVICE CONNECTIONS PRIOR TO CONSTRUCTING REPLACEMENT SERVICE
CONNECTIONS WHEN REQUIRED.
22.THE LOCATION AND LIMITS OF ALL ON-SITE WORK AND STORAGE AREAS SHALL BE
REVIEWED/COORDINATED WITH, AND APPROVED BY THE TOWN AND THE ENGINEER. THE
CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THESE AREAS.
23.NO EQUIPMENT, VEHICLES, OR CONSTRUCTION MATERIALS SHALL BE STORED OUTSIDE OF
DESIGNATED WORK AREAS DURING EITHER WORKING OR NON-WORKING HOURS. THE
LOCATION FOR ANY STORAGE OF EQUIPMENT BY THE CONTRACTOR DURING NON-WORKING
HOURS SHALL BE AS APPROVED BY THE TOWN.
24.THE CONTRACTOR SHALL SAW CUT ALL PAVEMENT TO ITS TOTAL DEPTH IN THE PROCESS OF
INSTALLING NEW UTILITIES IN ALL PAVED AREAS INCLUDING STREETS, DRIVEWAYS, AND
SIDEWALKS.
25.TEST PITS TO LOCATE EXISTING UTILITIES SHALL BE PERFORMED WHERE SHOWN AND AS
ORDERED BY THE ENGINEER TO CONFIRM LOCATIONS OF UTILITIES AND DETERMINE WHETHER
TO RAISE OR LOWER THE PROPOSED UTILITIES TO CLEAR EXISTING UTILITIES OR MEET
EXISTING PIPE INVERTS.
26.CONSTRUCTION WORK HOURS WILL BE MONDAY THROUGH FRIDAY FROM 7AM TO 5PM.
27.SPOILS SHALL NOT BE STORED WITHIN TOWN RIGHT OF WAY. ALL SPOILS SHALL BE REMOVED
FROM THE SITE AND DISPOSED OF LEGALLY.
28.IF AT ANY TIME THE CONSTRUCTION EXCAVATION REVEALS ANY ARTICLE OF HISTORIC OR
ARCHAEOLOGICAL SIGNIFICANCE, WORK AT THE LOCATION WILL CEASE AND THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER.
29.THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF MASSACHUSETTS GENERAL
LAW CHAPTER 82A, TRENCH EXCAVATION AND SAFETY REQUIREMENTS, TO PREVENT THE
GENERAL PUBLIC FROM UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES.
GENERAL NOTES:
SOIL EROSION AND SEDIMENTATION CONTROL NOTES
1.ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE
SPECIFICATIONS.
2.THE CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENT CONTROL DEVICES AS
DIRECTED BY THE ENGINEER. CONSTRUCTION SHALL NOT COMMENCE UNTIL THESE MEASURES
HAVE BEEN APPROVED BY THE ENGINEER.
3.THE CONTRACTOR SHALL STOCKPILE SUFFICIENT SOIL EROSION AND SEDIMENT CONTROL
MATERIALS ON SITE TO REPAIR ANY DAMAGED SOIL EROSION AND SEDIMENT CONTROLS.
4.SILT SACKS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ALL CATCH BASINS WITHIN
THE PROJECT AREA AND WHERE CONSTRUCTION SEDIMENT MAY FLOW TO OUTSIDE THE
PROJECT AREA. DEBRIS COLLECTED IN SILT SACKS SHALL BE REMOVED AND LEGALLY
DISPOSED OF OFF-SITE ON A WEEKLY BASIS THROUGHOUT THE PROJECT DURATION. UPON
COMPLETION OF THE PROJECT AND AS DIRECTED BY THE ENGINEER, THE CONTRACTOR IS
RESPONSIBLE FOR REMOVAL AND LEGALLY DISPOSING OF THE SILT SACKS AND DEBRIS
OFF-SITE, AND REMOVAL OF CONSTRUCTION DEBRIS WITHIN THE DRAINAGE SYSTEM.
SEWER CONSTRUCTION NOTES:
1.SEWER TRENCHES MAY BE EXCAVATED WIDER THAN THE PAY LIMIT PROVIDED THAT THE WIDER
EXCAVATION CONFORMS TO ALL PERMIT REQUIREMENTS. ANY SUCH ADDITIONAL EXCAVATION
AND PAVING/RESTORATION SHALL BE AT NO ADDITIONAL COST TO THE TOWN AND SHALL NOT BE
MEASURED FOR PAYMENT.
2.OPENINGS FOR PIPE IN PRECAST MANHOLE BASES SHALL BE CAST IN THE REQUIRED LOCATIONS
DURING MANHOLE MANUFACTURE. FIELD CUT OPENINGS WILL NOT BE PERMITTED UNLESS PRIOR
APPROVAL IS RECEIVED FROM THE TOWN AND/OR THE ENGINEER.
3.CALCULATION OF PIPE SLOPES IS BASED ON ELEVATION CHANGE DIVIDED BY THE DISTANCE
BETWEEN THE OUTSIDE EDGES OF THE MANHOLE WALLS. FOR FOUR FOOT DIAMETER MANHOLES,
THIS DISTANCE WAS CALCULATED AS THE CENTERLINE STATIONING MINUS FIVE FEET. FOR FIVE
FOOT DIAMETER MANHOLES, THIS DISTANCE WAS CALCULATED AS THE CENTERLINE STATIONING
MINUS SIX FEET.
4.NEW SEWER SERVICE CONNECTIONS SHALL BE INSTALLED SUCH THAT THEIR GRADE ELEVATIONS
ARE BENEATH THE WATER MAIN AND WATER SERVICE CONNECTIONS. NEW SEWERS SHALL BE
INSTALLED A MINIMUM OF 18" BELOW WATER MAIN UNLESS APPROVED BY ENGINEER AND THE
TOWN.
5.SEWER BYPASS SHALL BE SUPERVISED BY CONTRACTOR PERSONNEL CONTINUOUSLY WHILE
OPERATING. REDUNDANT PUMPS OR TRUCKS SHALL BE PROVIDED AT NO ADDITIONAL COST TO
THE OWNER. AT THE END OF EACH WORKING DAY SEWER PIPE SHALL BE CONNECTED TO THE
EXISTING SEWER.
6.ALL EXISTING SEWER SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION.
CONTRACTOR SHALL PREPARE A CONSTRUCTION SEQUENCE PLAN TO ENSURE THAT ALL SEWER
CUSTOMERS HAVE CONTINUOUS SEWER SERVICE DURING CONSTRUCTION.
7.UTILITY CROSSINGS WITHIN 12" OF THE INSTALLED FORCE MAIN SHALL BE CONCRETE ENCASED.
SEE DETAIL SHEET CD-2.
8.FORM BRICK INVERTS IN MANHOLES WITH BRICK ON EDGE TO A DEPTH OF 0.8 INSIDE DIAMETER OF
PIPE AND FORM A 1 INCH SLOPED BENCH WITH BRICK FLAT. INVERT SHALL BE SLOPED UNIFORMLY
BETWEEN INLET AND OUTLET PIPE AS REQUIRED TO DIRECT THE FLOW AS INDICATED AND TO
PREVENT DEPOSITION OF SOLIDS.
9.THE CONTRACTOR SHALL MAINTAIN A MINIMUM COVER OF 4 FEET OVER ALL FORCE MAIN SEWER
PIPE AND GRAVITY SEWER PIPE, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. WHERE
SHALLOWER INSTALLATIONS ARE REQUIRED, INSULATION SHALL BE INSTALLED AS REQUIRED AND
AS SPECIFIED.
10.SEWER CHIMNEY AND HOUSE CONNECTION LOCATIONS ARE APPROXIMATE IN LOCATION. EXACT
LOCATIONS SHALL BE DETERMINED BY THE ENGINEER AND THE TOWN IN THE FIELD.
DRAINAGE CONSTRUCTION NOTES:
1.DRAINAGE TRENCHES MAY BE EXCAVATED WIDER THAN THE PAY LIMIT. ANY SUCH ADDITIONAL
EXCAVATION AND SUBSEQUENT RESTORATION SHALL BE AT NO ADDITIONAL COST TO THE TOWN
AND SHALL NOT BE MEASURED FOR PAYMENT.
2.OPENINGS FOR PIPE IN PRECAST MANHOLE BASES SHALL BE CAST IN THE REQUIRED LOCATIONS
DURING MANHOLE MANUFACTURE. FIELD CUT OPENINGS WILL NOT BE PERMITTED UNLESS PRIOR
APPROVAL IS RECEIVED FROM THE TOWN AND/OR THE ENGINEER.
3.CALCULATION OF PIPE SLOPES IS BASED ON ELEVATION CHANGE DIVIDED BY THE DISTANCE
BETWEEN THE OUTSIDE EDGES OF THE MANHOLE WALLS. FOR FOUR FOOT DIAMETER
MANHOLES, THIS DISTANCE WAS CALCULATED AS THE PIPE LENGTH MINUS FIVE FEET. FOR FIVE
FOOT DIAMETER MANHOLES, THIS DISTANCE WAS CALCULATED AS THE PIPE LENGTH MINUS SIX
FEET.
4.NEW STORM DRAINS SHALL BE INSTALLED AT THE INVERTS SHOWN ON THE DRAWINGS.
5.FORM BRICK INVERTS IN DRAIN MANHOLES WITH BRICK ON EDGE TO A DEPTH OF 0.8 INSIDE
DIAMETER OF PIPE AND FORM A 1 INCH SLOPED BENCH WITH BRICK FLAT. INVERT SHALL BE
SLOPED UNIFORMLY BETWEEN INLET AND OUTLET PIPE AS REQUIRED TO DIRECT THE FLOW AS
INDICATED AND TO PREVENT DEPOSITION OF SOLIDS.
GENERAL NOTES (CONTINUED):
THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\02 General Notes and Legend.dwg Plot Date: Dec 20,2022-1:28pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
ASBESTOS CEMENT (AC) PIPE REMOVAL
1.THE FOLLOWING TABLE SUMMARIZES THE LOCATIONS OF WORK WITH ESTIMATED ACP QUANTITIES.
NOTE THE QUANTITIES PROVIDED BELOW ARE ORDER-OF-MAGNITUDE ESTIMATES ONLY AND
SHOULD BE FIELD-VERIFIED BY THE CONTRACTOR.
MATERIAL TYPE LOCATION QUANTITY
ASBESTOS-CEMENT PIPE
NEAR EXISTING 720 MAIN
STREET PUMP STATION
260 LFMAIN STREET BETWEEN
EXISTING PUMP STATION AND
DUMONT DRIVE
NEAR SEA STREET
SUGGESTED SEQUENCE OF CONSTRUCTION:
DEMOLITION NOTES:
1.ALL EQUIPMENT SHALL BE DE-ENERGIZED AND MADE SAFE BEFORE DEMOLITION.
2.REFER TO CIVIL AND ELECTRICAL CONTRACT DOCUMENTS FOR ADDITIONAL DEMOLITION
REQUIREMENTS.
3.CONTRACTOR'S METHODS OF DEMOLITION SHALL BE APPROVED BY ENGINEER/OWNER PRIOR TO
START OF WORK.
4.COORDINATE SCHEDULE OF WORK WITH OWNER/ENGINEER, REFER TO SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
5.THE CONTRACTOR IS ADVISED THAT HAZARDS MAY BE PRESENT IN PROPOSED AREAS OF WORK.
CONTRACTOR SHALL TAKE AL PRECAUTIONS NECESSARY TO ENSURE THE SAFETY OF PERSONNEL
WORKING IN AND AROUND THESE AREAS.
6.DEMOLITION OF EXISTING STRUCTURES, MECHANICAL SYSTEMS, OR PROCESS SYSTEMS IS
GENERALLY SHOWN OR INDICATED ON THE DRAWINGS. UNLESS OTHERWISE INDICATED, THE
DEMOLITION OF A STRUCTURE OR PROCESS SYSTEM MEANS THE DEMOLITION, REMOVAL, PROPER
CLEANING, AND DISPOSAL OF THE ENTIRE UNIT,
7.CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED MATERIALS AND EQUIPMENT.
TO BE INCLUDED UNDER NEXT SUBMISSION
D
OHW
E
O O
X
G
S
00000000W
10
9
BUILDINGS
CONTOURS - MAJOR
CONTOURS - MINOR
CURB - BOTTOM
CURB - TOP
DRAINAGE
ELECTRIC OVERHEAD WIRES
ELECTRIC
EDGE OF PAVEMENT
FENCES - CHAIN LINK OR METAL
FENCES - OTHER
GAS
PROPERTY LINES
PAVEMENT MARKINGS
SEWER FORCE MAIN
GRAVITY SEWER
TELEPHONE/COMMUNICATIONS
VEGETATION
STONE WALL
WATER BODY
WATER SYSTEMS
LIMIT OF WETLANDS
50 FOOT WETLANDS BUFFER ZONE
100 FOOT WETLANDS BUFFER ZONE
200 FOOT RIPARIAN ZONE
FM SEWER FORCE MAIN
GRAVITY SEWER
WATER MAIN/SERVICE
GAS MAIN/SERVICE
DRAINAGE
FILTER SOCK
SEWER MANHOLE
TEST PIT
CATCH BASIN
DRAINAGE MANHOLE
SEWER FORCE MAIN PLUG VALVE
SEWER FORCE MAIN CHECK VALVE
WATER SHUTOFF
WATER/SEWER LINE CAP
SOLID SLEEVE/TRANSITION COUPLINGFM
S
W
D
T
CATCH BASIN
DRAINAGE MANHOLE
ELECTRIC MANHOLE
GAS VALVE
GAS SHUTOFF
BOUND
SEWER MANHOLE
SIGN
MAILBOX
LIGHT POST
FLAG POLE
CONIFEROUS TREE
DECIDUOUS TREE
SHRUB
UTILITY POLE
UTILITY POLE GUY WIRE
WETLANDS, PONDS, RIVERS FLAG
HYDRANT
WATER GATE VALVE
WATER SHUTOFF
WELL
WATER/SEWER LINE CAP
METER PIT
TELECOMMUNICATIONS MANHOLE
TELEPHONE BOX
UTILITY BOX
BORING
UTILITY CONTINUATION
POST/BOLLARDP
G
WL
50
100
200
EASEEASEMH
R=32.55
MH
R=32.65
T
T
WLWL
WL
WL WLWL
WL50
50
50
50 50
5050SYL
SWL
SWL
SWL
SWL SYLSYLSYL
SWL
SYL
SYL
SYL
MHW200200200200200200200200200200200200200200200INTERMITTENTSTREAMEASE
EASEEASEEASEEA
S
E
EA
S
E
EA
S
E
EA
S
E
EA
S
E
EA
S
E EASEEASEMHW200200200200200200200200200200200100100100100
100 100
10
0
1
0
0 100100
100
100
1
0
0
100100505050 50
50INTERMITTENTSTREAM19.38
19.45
19.33
19.30
19.51
19.45
19.41
19.10
19.15
19.23
19.46
19.35
19.45
19.34
19.34
19.26
19.46
19.37
19.38
19.7619.10
19.41
19.62
19.26
18.93
18.90 18.72
18.52
18.84
18.48
19.09
19.98
19.26
18.05
18.38
18.12
17.97
18.97
18.4950505
0
50
50 5050501001001001
0
0
10
0
100 100
100 100100100100100100LEGEND, ABBREVIATIONS, AND SHEET MAP
ZFK
DNRP
FJB
FJB
AS NOTED
G-3
LEGEND
EXISTING PROPOSED
BENCHMARKS
LOCATION DESCRIPTION STREET ELEVATION SHEET
"X"CUT IN BONNET BOLT OF HYDRANT MAIN STREET AT
DUMONT DRIVE 20.36 C-1/C-2/C-4/C-5
RR SPIKE IN UP SOUTH STREET AT
POTTER AVENUE 24.46 C-2/C-5
TOP OF BONNET BOLT OF HYDRANT SOUTH STREET AT
NEWTON STREET 33.42 C-3/C-6
RR SPIKE IN UP SOUTH STREET 33.33 C-3/C-6
THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\02 General Notes and Legend.dwg Plot Date: Dec 20,2022-1:41pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
CAST IRON
DUCTILE IRON
PVC POLYVINYL CHLORIDE
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
CPP CORRUGATED PLASTIC PIPE
AC/ACP
AIR RELEASE/VACUUM RELIEF VALVE
W WATER
D DRAIN
CS COATED STEEL
CU COPPER
G GAS
PL PLASTIC
S SEWER
ABBREVIATIONS
CI
DI
VC VITRIFIED CLAY
FORCE MAINFM
INV INVERT
DCB DOUBLE CATCH BASIN
CATCH BASINCB
ABND ABANDONED
ST STEEL
BOTTOM OF STRUCTUREBOS
ELECTRIC MANHOLEEMH
ELECTRICE
U/UNK UNKNOWN
ELEVATIONEL
TCB TRAFFIC CONTROL BOX
TOW TOP OF WATER
TR TROUGH
TOB TOP OF BASIN
SMH SEWER MANHOLE
TMH TELEPHONE MANHOLE
WSO WATER SHUT OFF
GG GAS GATE
MW MONITORING WELL
T TELEPHONE
WG WATER GATE
CLDI CEMENT LINED DUCTILE IRON
CL CEMENT LINED
CONTROLLED DENSITY FILLCDF
SCALE:
SHEET MAP
1" = 80'
EXISTING (CONTINUED)
ARV
ASBESTOS CEMENT/ASBESTOS CEMENT PIPE
IAMH INTERMEDIATE ACCESS POINT MANHOLE
AIR RELEASE/VACUUM RELIEF VALVEA/V
PV PLUG VALVE
BLOW-OFF/CLEANOUTBO-CO
PROP PROPOSED
WS WATER SERVICE
SS SEWER SERVICE
DRIVEWAYDWY
EDGE OF PAVEMENTEOP
BRICK SIDEWALKBSW
VGC VERTICAL GRANITE CURB
CW CROSSWALK
LCB LEACHING CATCH BASIN
BITUMINOUS CONCRETE SIDEWALKBITSW
CEMENT LINED BRUSHED STEELB&SCL
UNI UNIVERSAL STEEL PIPE
N
MAIN
S
T
R
E
E
T
DUMONT DRIVESTEVENSSTREETPOTTER AVENUEMAIN
S
T
R
E
E
T
SOUTH STREET
SOU
T
H
S
T
R
E
E
TSEA STREETSEASTREETNEWTON STREETC-2 EXISTING CONDITIONS
C-5 PROPOSED CONDITIONS
C-7 DEMOLITION PLAN
C-3 EXISTING CONDITIONS
C-6 PROPOSED CONDITIONS
C-1 EXISTING CONDITIONS
C-4 PROPOSED CONDITIONS
EASEEASEEASEEASEEASEEASE6"
6"6"
6"6"
6"6"
6"6"
6"6"6"
6"
CB/DISC
EBOX/ IRRIGATION
EBOX
EM
EMH
GM
GP
GS
GS
GS
GW
HYD
(2)CV
CV
LAMP
LAMP
LP
MAIL
POST/ELEC
SIGN: DUMONT
SIGN
SLAB=14.79
SLAB=14.77
TH=14.97
TH=14.92
TH=20.14
TH=17.53
TRAN
T
UP 2
UP 39-25
UP UP UP 39-231/2
WF 1
WF 2
WF 3
WF 4 WF 5 WF 6 WF 7
WF 8 WF 9 WF 10
WF 11
WF 12
WF 13
WF 14
WF 15
WF 16
WG
WG
WG
WG
WG WG
METER PIT
BC
BC
BLUE
S
T
O
N
E
WALKCONC
PAD
CON
C
R
E
T
E
DUM
P
S
T
E
R
P
A
D
GRAVEL
GRAVELEEEEETTTEPEP
EP EPEPBIT CONC SIDEWALK
BIT CONC SIDEWALK
BIT CONC SIDEWALK
BIT CONC SIDEWALK
G G G G G G G G G G G G G G G G G G G G G G G G GGG
LS
CONC RET WALLRET WALLRET
W
A
L
L
RET WALLHE
A
D
W
A
L
L
STONE RET WALL
TREE LINEVCCVGC
VGC
VGC
VGC
VGC VGC
VGC
WLWLWLWLWL WL WL WL
WL WL WL
WL WL
WL WLWLWL5050 50
50 50
50
50
50
50 50
50
5
0
505050505050W W
W W W W W W W W W W W W W W W W W W W W W
WWWWWWWWWWWSWL
SWL
WOO
D
R
E
T
W
A
L
L
EP
LAWN
SMH
(LATERALS)
EP
LAWN
#707
EXISTING
BUILDING
EXISTING
BUILDING
MHWMHW200200200200200200200200200200200200200
200
200 20020020020020020020020020020020020020030"RCP
I=7.62
TREE LINE
(TYP)
SCULPTURE
BENCHMARK:
"X"CUT IN BONNET
BOLT OF HYDRANT
EL=20.36 (NAVD88)LIMIT OF INLAND BANKEXISTING
BUILDING
SCULPTURE
PLAQUE
WOODED
AREA
WOODED
AREA
SIGN: BARNSTABLE
OPEN SPACE
STONE RET WALL
T T T T T T T T T T T T T T T T T T T T T T T T
PARCEL ID: 308-143
N/F
TOWN OF BARNSTABLE
BOOK: 15451
PAGE: 106
PARCEL ID: 308-144
N/F
67 SEA ST REALTY TRUST
L.C.C. 161932
PARCEL ID: 308-145
N/F
707 MAIN LLC
L.C.C. 224887
PARCEL ID: 308-150
N/F
POTTER AVENUE REALTY LLC
L.C.C. 211905
PARCEL ID: 308-147
N/F
ANSELMO CALDEIRA
& MARIA C SOUZA
L.C.C. 129411
TREE LINE
S S S S S S S S S S S S S S S S
SSSSSSSSSSSSSSSD D D D D D D D D D D
DDDSCULPTURE
CBN
FULL OF DEBRIS
R=13.31
SGV
(2)SGV
(2)SGV
SMH
(MONITORING WELL)
SMH
(MONITORING WELL)
SMH
R=14.11
"SAMPLING MH"
ON TIE CARD
BIT CONC
PARKING LOT
A
B C
D
A B
C
A
B
C
6" P
V
C
8" PVC12"SEWER12"SEWER12"SEWER18" AC18" AC S~SMH
R=18.29
I(A)=6.13
I(B)=14.58
I(C)=6.11
I(D)=6.55
SMH
R=13.79
I(A)=10.63
I(B)=9.64
I(C)=9.89
~2"PVCFM8"AC8"PVCA
C
B
A
C B
A
B18" CMP12" VC
12" VC12" VCCBN
R=17.06
I(A)=13.58 (12"VC)
I(B)=14.16 (12"VC)
CBN
R=17.61
I(A)=9.14 (18"CMP)
I(B)=14.02 (12"VC)
I(C)=9.06 (24"CMP)D~
20
20
19
18
1918171615141415 16171
7
181
8
192122232
42423 222120191817
1819192
0
DDDDDDDDDDDDDDDDDFM FM FM FM
FM
FM FM FM FM
8"DI
14"DIWW
APPROX. 36" DRAIN (RECORD)F
M
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM FM FM FM FM FM
FM FM FM
1"PL (2016)
EMH
8" DI FORCE MAIN
G1"PL (2016)~
2"PL
2"PL
GGGGGGGGG
G
1"PL
G4-FORMER
GASOLINE
USTs
4-FORMER
GASOLINE
USTs
6-FORMER GASOLINE USTs &4-FORMER GASOLINE/DIESEL USTsREPORTED
550-GAL. FUEL OIL
& WASTE OIL USTs
REPORTED
700-GAL. WASTE
OIL UST
FORMER 275-GAL.
FUEL OIL UST
REPORTED 550-GAL.
FUEL OIL UST
SMH
(MONITORING WELL)
12"DI
W~
12"DI
8"1"-2"1"-2"8"DI1"-2"W~
~1"CLCBN
(RECORD)CBN
(RECORD)
FORMER LOCATION
GASOLINE SERVICE STATION 12"VCDD24"CMPDDDDDDDDDD D D D D D D
APPROX. 18"CMP (RECORD)APPROX. 18"CMP (RECORD)EASE EASE
EASE
EASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASESSSSSSSCAPPED &
PLUGGED
7/19/2002
8" AC FM
8" AC FM
B-1 B-2
B-3
B-4
B-5
B-7 B-6/MW-1
MHWMHW100
100
100 100 100
100
100
10
0
10
0
1
0
0
1
0
0
100100100100 100
100
100 100 100
100
10
0
1
0
0
1
0
0
100
10010010010010010010010050505050
50 50
50
50
5
0
50505050INTERMITTENTSTREAMLIMIT OF WETLANDS
50' WETLAND BUFFER ZONE
100' WETLAND BUFFER ZONE
100' WETLAND BUFFER ZONE
200' RIPARIAN ZONE
19.38 19.45
19.33 19.30 19.51
19.4519.41
19.10 19.15 19.23 19.46
19.35 19.45
19.34 19.34 19.26 19.46
19.37
19.38
19.76
19.10
19.41
19.62 19.26 18.93 18.90
18.72
18.52
18.84 18.48
19.09
19.98
19.26 18.05
18.38
18.12
17.97
18.97
18.495050505
0
50
50 50
50
50 5050501001001001001001
0
0
1
0
0
10
0
100
100
100 100 100
100
100
100 100100100100100100100TB 1
TB 2
TBA 5
0+00
1+00
2+00
725 MAIN STREET PUMP STATION
EXISTING CONDITIONS PLAN
ZFK
DNRP
FJB
FJB
AS NOTED
C-1THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\03 Civil Sheets.dwg Plot Date: Dec 20,2022-1:42pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
SCALE:
PLAN
1" = 20'
N
MAIN STREET
DUMONT DRIVE
EASEEASEEASEEASEEASEEASESSSSSVGCCB/CTR
CB/CTR
BROKEN
CB/
C
T
R
BRO
K
E
N
CB/DH
CB/DH
CB/DISC LC
18"
4"
4"
4"
4"
4"
4"
2"
18"
6"
6"6"
6"6"
6"6"
6"6"
6"6"6"
6"
EBOX
EHH
EMH
GG
GG
GG
GG
GG
GG
GM
GP
GS
GS
GS
GS
GS
GS
GS
GW
GW
HH
HH
HH
HYD
HYD
(2)CV
(2)CV
CV
LAMPLAMP
LAMP
LAMP
LAMP
LP
LP
LP
LP
LP
(2)MAILMAIL
MW
BLDR
SIGN
SIG
N
:
1
W
A
Y
N
O
R
I
G
H
T
SIGN: 1WAY
SIGN: STAY RIGHT
SIGN: DNE
SIGN: 2HR PARK
SIG
N
:
N
P
SIGN: DUMONT
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIG
N
SLAB=14.77
TH=14.97
TH=14.92
TH=20.14
TH=17.53
TH=24.89
TH=24.93
TH=23.84
TH=23.87
TH=26.13
TH=28.67
TH=28.64
TH=30.59
TH=31.97
TH=25.87
TH=29.30
TH=31.08
TH=30.61
TH=30.51
TMH
TMH
TRAN
T
UP 39-23S UP 45-37
UP 39-22
UP 39-21
UP NO#
UP 39-25
UP UP 39-231/2
UP/LP 39-23
UP/
L
P
WG
WG
WG
WG
WG
WG
WG
WG
WG
WG
WG
WG WG
(2)WS
WS
WS
WS
WS
WS
BC
BC
BLUE
S
T
O
N
E
WALK
BRICKBRIC
K
BRI
C
K
BRICK BRICKTTTTT
CONC
PAD
CONC
CONC
R
E
T
E
W
AL
K CONC SIDEWALKCON
C
R
E
T
E
S
I
D
E
W
A
L
K
CONCRETE SIDEWALKCONC WALKCONCRETE SIDE
W
A
L
K
CON
C
R
E
T
E
CO
N
C
R
E
T
E
CONCRETETREE WEL
L
CONCRETE
PATIO
GRA
V
E
LEEEETTT
EPEP EPBIT
C
O
N
C
S
I
D
E
W
A
L
K
BIT CONC SIDEWALK
BIT CONC SIDEWALK
BIT CONC SIDEWA
L
K
EPEPBIT CONC SIDEWALK
BIT CONC SIDEWALK EPEPEPRET
W
A
L
L
G G G G G G G G G G G G G G G G G G G G G G G G G
G
G
G
G
G
G
G
GGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
GGGGGGGGGGGGGGGGGGUARD RAILLS
LS
LS
CONC RET WALLRET WALLRET
W
A
L
L
STO
N
E
R
E
T
W
A
L
L
STO
N
E
R
E
T
W
A
L
LCONC RET WALLSTONE RET WALL
WOOD RET WALLRET WALLRET WALLVCCVCC
VCCVGCVGC
VGC
VGC
VGC
VGC
VGC
VGC
VGC
VGC
VGC
VGC
VGC
VGC
VGC
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWWWWWWWWWWSWL
SWL
SWL
#712
EXISTING
BUILDING
SYLSYLSYL
SYL
SYL
WOO
D
R
E
T
W
A
L
L
GENERATOR
ON CONC PAD
CONC BLOCK
RET WALL
ELEC PANEL
ON CONC PAD
PUMPING STATION
& WET WELL
SMH
(LATERALS)
EP
EP
BIT CONC
PARKING LOT
LAWN
#688
EXISTING
BUILDING
#707
EXISTING
BUILDING
EXISTING
#705
EXISTING
BUILDING
#539
EXISTING
BUILDING
LS
LS
#700
EXISTING
BUILDING
SIGN:
STEVENS ST
SIGN: STOP
LSK
CIR
B
LS
#690
EXISTING
BUILDING
CNOCLS
LS
LAWN
BRICK
PATIO
BIT
CONC
DRIVE
200200200
200
200
200 200200200200200200200200200200200200200200200200SCULPTURE
BENCHMARK:
"X"CUT IN BONNET
BOLT OF HYDRANT
EL=20.36 (NAVD88)
SCULPTURE
PLAQUE
WOODED
AREA
SIGN: BARNSTABLE
OPEN SPACE
STONE RET WALL
SIGN: 2HR
PARKING
BENCHMARK:
RR SPIKE IN UP
EL=24.46 (NAVD88)
R E T WA LL
EPSHR
U
B
S
SIGN: STOP/
POTTER AVE
ELEC
CONDUIT
WO
O
D
D
E
C
K
SHR
U
B
S
LS
RET
W
A
L
L
#535
EXISTING
BUILDING
LS
LS
STO
N
E
R
E
T
W
A
L
L
#525
EXISTING
BUILDING
LAWN
LAWN
EM (ON UP)
UPLP 39-20
#675
EXISTING
BUILDING
SIGN:
CROSSWALK
SIGN:
NO LEFT
SIGN:
DIRECTORY
SIGN: STOP
SIGN: LANE ENDS
T T T T T T T T T T T T T T T T T T T T T T T T T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
WGGSIG
N
:
CR
O
S
S
W
A
L
KCONCSIDEWALK EPBIT
CO
N
C
DRI
V
E
PARCEL ID: 308-283
N/F
BRASS NAIL REALTY TRUST
(ARMSTRONG'S COMMERCIAL CONDOMINIUM)
BOOK: 3812
PAGE: 324
PARCEL ID: 308-003
N/F
SEVEN TWENTY MAIN STREET
NOMINEE TRUST
BOOK: 30351
PAGE: 192
PARCEL ID: 308-279
N/F
M & M REALTY
INVESTMENTS LLC
BOOK: 32614
PAGE: 100
PARCEL ID: 308-004-001
N/F
DNS REALTY INC
BOOK: 29580
PAGE: 48
N/F
CAPE COD HOSPITAL
BOOK: 1941
PAGE: 210
PARCEL ID: 308-140
N/F
CAPE MANAGEMENT INC
BOOK: 31569
PAGE: 148 PARCEL ID: 308-047
N/F
BRAZILIAN GRILL
REALTY TRUST
BOOK: 17178
PAGE: 86
PARCEL ID: 308-143
N/F
TOWN OF BARNSTABLE
BOOK: 15451
PAGE: 106
PARCEL ID: 308-152
N/F
JANET E COOK
L.C.C. 105211
PARCEL ID: 308-151
N/F
701 MAIN REALTY TRUST
L.C.C. 186793
PARCEL ID: 308-145
N/F
707 MAIN LLC
L.C.C. 224887
PARCEL ID: 308-162
N/F
SOUTH MIX LLC
L.C.C. C376
PARCEL ID: 308-153
N/F
LITTLE BEACH REALTY LLC
L.C.C. 193989
PARCEL ID: 308-164
N/F
COLORS OF CAPE COD INC
L.C.C. 163002
PARCEL ID: 308-138
N/F
675 MAIN ST
REALTY TRUST
BOOK: 20728
PAGE: 265
TREE LINE
S S S S S S S S S S S S S S S S S
S
S
S
S
S
SSS
SSSSSSSSSS
S
S
S
S
S
S
S
SSSDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D
D
D
D
D
D
GUARD RAIL
SCULPTURE
DMH
R=25.47
N.P.V.
(FULL OF DEBIES)
DMH
R=28.14
I(A)=18.74
I(B)=18.74
I(C)=23.82
CBN
R=25.84
I=22.74 (12"CI)
CBN
R=27.61
I(A)=24.11
I(B)=24.41
CBN
FULL OF DEBRIS
R=13.31
CBN
R=14.32
I=12.72
SGV
(2)SGV
(2)SGV
SMH
R=28.60
T.O.L.=21.02
SMH
(MONITORING WELL)
SMH
(MONITORING WELL)
SMH
R=14.11
"SAMPLING MH"
ON TIE CARD
A
B C
D
A B
C
A
B
C
A
B C
D
A
B
C
A
6" P
V
C
8" PVC8" PVC8" PV
C
8" PVC12"SEWER12"SEWER12"SEWER
12"SEWE
R
8" PV
C8" PVC18" AC18" AC S~SMH
R=18.29
I(A)=6.13
I(B)=14.58
I(C)=6.11
I(D)=6.55
SMH
R=18.06
I(A)=8.10
I(B)=8.16
I(C)=8.57
SMH
R=13.79
I(A)=10.63
I(B)=9.64
I(C)=9.89
~2"PVCFM8"AC8"PVCSMH
R=19.88
I(A)=9.08
I(B)=10.50
I(C)=9.10
I(D)=13.30
S
CBN
R=19.77
I(A)=14.97
I(B)=15.29
~~8"DIWSMH
R=23.88
I(A)=16.43
I(B)=16.43
I(C)=16.76
~
~
~
SMH
R=28.32
T.O.L.=20.50 #52
5
EXI
S
T
I
N
G
BUI
L
D
I
N
G
8"DI~
CI (DI)~A
C
B
A
C B
A
B
A B
A
BC A B
C
D
C B
A
C
BA
B
A
B
A
6"
PVC18" CMP12" VC 12" VC 12" CMP12" VC
24"
RCP
24" RCP
12" RCP24" RCP
12" RCP12" CI12" CI12" VC12" VC~CBN
R=17.43
I=14.12
CBN
R=17.60
I(A)=14.10
I(B)=11.86
I(C)=10.93
CBN
R=17.06
I(A)=13.58 (12"VC)
I(B)=14.16 (12"VC)
CBN
R=17.61
I(A)=9.14 (18"CMP)
I(B)=14.02 (12"VC)
I(C)=9.06 (24"CMP)D~
DMH
R=23.73
I(A)=19.29
I(B)=17.18
I(C)=17.18
~
DMH
R=24.94
I(A)=18.16
I(B)=17.37
I(C)=18.23
SMH
R=25.33
(FORCE MAIN C/O)
DMH
R=25.88
I(A)=18.45
I(B)=18.47
I(C)=18.43
I(D)=18.18
8"SEWER
~
CBN
R=28.31
I(A)=25.21
I(B)=26.31D~CBN
R=24.23
I=21.23 ~~~12" VC
DMH
R=25.74
I=23.45 (LEACHING)
6"PVC ~2930
20
20
19
18
19181716151415 16171
7
181
8191816
17
17
18
181920212223242526272828272625242528
26
28
29
23
2221
192
0
DDDDDDDDDFM FM FM FM
FM FM FM
FM
FM
FM
FM
FM FM
FM
FM
FM FMFM FM FM FM
FM FM FM
FM
FM
FM
FM
FM FM
FM
FM
FM FMSSSSSSSSS8"DI
14"DI
8"DI
14"DI
DUAL 8" & 14"
CI FORCE MAINS
W W
APPROX. 36" DRAIN (RECORD)CONC. HEADWALL
(RECORD LOCATION)INTERMITTENTSTREAMF
M
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM
FM FM FM
1"PL (2016)
EMH
GM
8" DI FORCE MAIN
2"PL
GGGGGGGGG
G
1"PL
GE
P
GGGG4-FORMER
GASOLINE
USTs
4-FORMER
GASOLINE
USTs
6-FORMER GASOLINE USTs &4-FORMER GASOLINE/DIESEL USTsREPORTED
550-GAL. FUEL OIL
& WASTE OIL USTs
REPORTED
700-GAL. WASTE
OIL UST
FORMER 275-GAL.
FUEL OIL UST
REPORTED 550-GAL.
FUEL OIL UST
SMH
(MONITORING WELL)
12"DI
12"DI
8"1"-2"8"DI1"-2"WW~
~1"CL12"DICBN
(RECORD)CBN
(RECORD)
FORMER LOCATION
GASOLINE SERVICE STATION 12"VC12"D
IDD24"CMPDDD D D D D D D
APPROX. 18"CMP (RECORD)APPROX. 18"CMP (RECORD)EASE EASE
EASE
EASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASESSSSCAPPED &
PLUGGED
7/19/2002
8" A
C
F
M
8" AC FM
8" AC FM
B-1 B-2
B-3
B-4
B-5
B-7 B-6/MW-1
10
0
1
0
0
1
0
0
100100100
100 100 100
100
100' WETLAND BUFFER ZONE
200' RIPARIAN ZONE
19.38 19.45
19.33 19.30 19.51
19.4519.41
19.34 19.34 19.26 19.46
19.37
19.38
19.76
19.10
19.41
19.62 19.26 18.93 18.90
18.72
18.52
18.84 18.48
19.09
19.98
19.26 18.05
18.38
18.12
17.97
18.97
18.4950505050505
0
50
50 50
50
50 5050505050505010
0
100
100
100 100 100
100
100
100 100100100100100100100100100100100TBA 5
TBA 4
TBA 3
0+00
1+00
2+00 3+0
0
4+0
0
5+0
0
6+
0
0
STA 0+00 TO STA 5+60
EXISTING CONDITIONS PLAN
ZFK
DNRP
FJB
FJB
AS NOTED
C-2THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\03 Civil Sheets.dwg Plot Date: Dec 20,2022-1:42pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
SCALE:
PLAN
1" = 20'
N
MATCH LINESHEET C-3MAIN STREET
DUMONT DRIVESTEVENSSTREETPOTTERAVENUEMAIN STREET
SO
U
T
H
S
T
R
E
E
T
CB/ CTR
BROKEN
4"
2"
18"
8"TWIN
2"
2"
22"
2"2"
24"
24"
6"
8"
8"
4"
2"
EHH
EHH
EM
(5)EM
EM
GG
GG
GG
GG
GG
(5)GM
GM
GS
GS
GW
GW
GW
HH
HH
HH
HH
HYD
CV
LP
LP
LP
LP
LP
LP
LP
LP
MH
R=32.55
MH
R=32.65MW
SIGN: 1WAY NO RIGHT
SIGN: NP
SIGN: HYANNIS
ANCIENT CEMETERY
SIGN
SIGN
SIGN
TH=30.
5
1
TH=32.68
TH=33.93
TH=34.00
TLP
TLP
TLP
TLP
TLP
TLP
TLP LIGHT
TLP
TMH
TMH
T
UP 52-50
UP 52-48
UP/LP UP/LP 51
UP/LP 50-1
UP/LP 52-49
SPIGOT
WG
WG
WG
WG
WG
WG
WG
WG
WS
WS
WSBRICK
T
T T T
T
T
T T T T T T
CCB
CCB CCBBENCHCONCRETE
S
IDEWALK
CONCRETECONCRETEGRAVEL
DRIVE
GRAVEL
EPBIT CONC SIDEWALK
BIT CONC SIDEWALK
BIT CONC SIDEWALKBIT CONC SIDEWALKBIT C
O
N
C
SI
D
E
W
A
L
K
BIT C
O
N
C
SI
D
E
W
A
L
K
EP
BIT CONC SIDEWALK
EP EPEPEP EPPOST & RAIL FENCE POST & RAIL FENCE POST & RAIL FENCEPOST &
RA
IL
POST & RAIL
POST & RAIL FENCE
VINYL FENCE
G G G
G G
GGG G G G G G G G G G G G G G G G G G
G
G G G G G G G G G G GGG G G
G
G
G
GGGGGGGGGGGLSRET WALLRET W
A
L
L
VGC VGC VGC VGC
VGC
VGC VGC VGC VGC VGC
VGCVGCVGCVGCVGCVGCVGCVGC
W W W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
SYL
W W W
W
W
W
WWSWL
SYL
SWL
EM (ON
U
P)
UPLP 3
9-
2
0
CROSS
W
A
L
K
T T T T T T T T T T T T T T T T T T T T T T T T T T T
#667
EXISTING
BUILDING
WGGGSIGN:
CROSSWALKEPBIT
CONC
DRIVE
GRAVEL
PARKING LOT
BIT CONC SIDEWALK EPBIT CONC
PARKING LOT
LAWN
#488
EXISTING
BUILDING
SIGN:
NO PARKING
BIT CONC
PARKING LOT
BIT CONC
PARKING LOT
BIT CONC SIDEWALK
SIGN: ONE WAY
DO NOT ENTER SIGN: BIKES YIELD
TO PEDESTRIANSCONCRETE
S
IDEWALK
LAWN
LAWN
BENCHMARK:
TOP OF BONNET
BOLT OF HYDRANT
EL=33.42 (NAVD88)
SIGN: 2 LANES
ONE WAY
SIGN:
NEWTON ST
HEDGEBENCHMARK:
RR SPIKE IN UP
EL=33.33 (NAV88)
SIGN:
ONE WAY SIGN:
ONE WAY
BIT CONC
PARKING LOT
ELECTRIC
VAULT
SIGN: NO
RIGHT TURN
SIGN: DO
NOT ENTER
EUP/LP 6
TRAN
UP/LP 52-46
UP NO#GGGGGGGVGCKLAWEDIS CNOC
CONC SIDEWALKCON
C
S
I
D
E
WA
L
KBIT CONC
PARKING LOT
LAWN
EXISTING
BUILDING
PARCE
L I
D:
3
0
8-
1
3
8
N/F
675 MAI
N
S
T
REALT
Y
T
R
U
S
T
BOOK:
2
0
7
2
8
PAGE:
2
6
5
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S
D DDDCBN
R=30.08
SMH
R=28.6
0
T.O.L.=
2
1.
0
2
A
C
B A B
A
B D
C
E
B
A
BA
8" PVC8" PVC
8" PVC 8" PVC
8"DISMH
R=29.90
I(A)=23.26
I(B)=19.32
I(C)=19.44
~CI (DI)~
8" PVC 8" PVC
SMH
R=32.50
I(A)=18.40
I(B)=18.27
DMH
R=31.12
I(A)=25.97
I(B)=25.07
I(C)=25.47
12"HDPE
CBN
R=31.07
I=28.37
12"HDPE
CBN
R=30.93
WATER @ 26.63
(HOODED)
DMH
R=30.91
I=23.82
D DCBN
R=31.01
I=28.23
CBN
R=31.09
I(A)=28.04
I(B)=27.9± (HOODED)
WATER @ 27.9
CBN
R=30.94
I(A)=27.89
I(B)=27.74
SIGN:
SEA STREET
CB/DISC
CBN
R=30.44
I=26.34
12"HDPE
CBN
R=30.66
I(A)=27.56 (12"HDPE)
I(B)=27.50
SMH
R=30.90
I(A)=24.90 (TOP FM)
I(B)=24.36
SMH
R=30.93
I(A)=17.36
I(B)=24.28
I(C)=17.40
I(D)=17.03
I(E)=17.28
SMH
R=31.08
I(A)=17.03
I(B)=16.93
~
CBN
R=30.81
I=27.94
12"HDPE TO STORMWATER
INFILTRATION SYSTEM
A
B
C
12" PVC~8"SEW
E
R
12" HDPE
A
B
A
B
12" HDPE12" HDPEA
B
~DWWWWWWW3031 32
32
32
31
3
0
3131
3
1
333333
3332
32
31
31
2930
PARCEL ID: 308-137
N/F
HYANNIS SERIES SIX, LLC
BOOK: 28924 PAGE: 29
PARCEL ID: 308-136
N/F
TOWN OF BARNSTABLE
BOOK: 28380 PAGE: 121
PARCEL ID: 308-141
N/F
CASEY TRUST
BOOK: 22904 PAGE: 309
PARCEL ID: 308-170
N/F
67 SEA STREET REALTY TRUST
L.C.C. 161932
PARCEL ID: 308-142
N/F
478 SOUTH STREET REALTY TRUST
BOOK: 24798 PAGE: 204
PARCEL ID: 308-122
N/F
JCM REALTY TRUST
L.C.C. 173610
PARCEL ID: 308-198
N/F
ALFA GROUP LLC
BOOK: 31319 PAGE: 322
PARCEL ID: 308-165
N/F
TOWN OF BARNSTABLE
(CEMETERY)
S SSSSSS
S
(SEWER CONNECTS TO
SEA STREET)
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMGG12"DI
12"DI
STORMWATER INFILTRATIO
N
C
H
A
M
B
E
R
(
R
)
STORMWATER
INFILTRATION
CHAMBER (R)
T
T
T
T
T T8" AC FM
8" AC FM
8" VC8" VCB-1
11+26
6+00 7+00 8+00 9+00 10+00
11+00
SCALE:
PLAN
1" = 20'
STA 5+60 TO STA 11+26
EXISTING CONDITIONS PLAN
ZFK
DNRP
FJB
FJB
AS NOTED
C-3THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\03 Civil Sheets.dwg Plot Date: Dec 20,2022-1:43pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
N
MATCH LINESHEET C-2SOUTH STREET
SOU
T
H
STR
E
E
TSEA STREETSEASTREETNEWTONSTREET
EASEEASEEASEEASEEASEEASE6"
6"6"
6"6"
6"6"
6"6"
6"6"6"
6"
CB/DISC
EBOX/ IRRIGATION
EBOX
EM
EMH
GM
GP
GS
GS
GS
GW
HYD
(2)CV
CV
LAMP
LAMP
LP
MAIL
POST/ELEC
SIGN: DUMONT
SIGN
SLAB=14.79
SLAB=14.77
TH=14.97
TH=14.92
TH=20.14
TH=17.53
TRAN
T
UP 2
UP 39-25
UP UP UP 39-231/2
WF 1
WF 2
WF 3
WF 4 WF 5 WF 6 WF 7
WF 8 WF 9 WF 10
WF 11
WF 12
WF 13
WF 14
WF 15
WF 16
WG
WG
WG
WG
WG WG
METER PIT
BC
BC
BLUE
S
T
O
N
E
WALKCONC
PAD
CON
C
R
E
T
E
DUM
P
S
T
E
R
P
A
D
GRAVEL
GRAVELEEEEETTTEPEP
EP EPBIT CONC SIDEWALK
BIT CONC SIDEWALK
BIT CONC SIDEWALK
BIT CONC SIDEWALK
G G G G G G G G G G G G G G G G G G G G G G G G GGG
LS
CONC RET WALLRET WALLRET
W
A
L
L
RET WALLHE
A
D
W
A
L
L
STONE RET WALL
TREE LINEVCCVGC
VGC
VGC
VGC VGC
VGC
WLWLWLWLWL WL WL WL
WL WL WL
WL WL
WL WLWLWL5050 50
50 50
50
50
50
50 50
50
5
0
505050505050W W
W W W W W W W W W W W W W W W W W W W W W
WWWWWWWWWWWSWL
SWL
WOO
D
R
E
T
W
A
L
L
EP
LAWN
SMH
(LATERALS)
EP
LAWN
#707
EXISTING
BUILDING
EXISTING
BUILDING
MHWMHW200200200200200200200200200200200200200
200
200 20020020020020020020020020020020020020030"RCP
I=7.62
TREE LINE
(TYP)
SCULPTURE
BENCHMARK:
"X"CUT IN BONNET
BOLT OF HYDRANT
EL=20.36 (NAVD88)LIMIT OF INLAND BANKEXISTING
BUILDING
SCULPTURE
PLAQUE
WOODED
AREA
WOODED
AREA
SIGN: BARNSTABLE
OPEN SPACE
STONE RET WALL
T T T T T T T T T T T T T T T T T T T T T T T T
PARCEL ID: 308-143
N/F
TOWN OF BARNSTABLE
BOOK: 15451
PAGE: 106
PARCEL ID: 308-144
N/F
67 SEA ST REALTY TRUST
L.C.C. 161932
PARCEL ID: 308-145
N/F
707 MAIN LLC
L.C.C. 224887
PARCEL ID: 308-150
N/F
POTTER AVENUE REALTY LLC
L.C.C. 211905
PARCEL ID: 308-147
N/F
ANSELMO CALDEIRA
& MARIA C SOUZA
L.C.C. 129411
TREE LINE
S S S S S S S S S S S S S S S S
SSSSSSSSSSSSSSSD D D D D D D D D D D
DDDSCULPTURE
CBN
FULL OF DEBRIS
R=13.31
SGV
(2)SGV
(2)SGV
SMH
(MONITORING WELL)
SMH
(MONITORING WELL)
SMH
R=14.11
"SAMPLING MH"
ON TIE CARD
BIT CONC
PARKING LOT
A
B C
D
A B
C
A
B
C
6" P
V
C
8" PVC12"SEWER12"SEWER12"SEWER18" AC18" AC S~SMH
R=18.29
I(A)=6.13
I(B)=14.58
I(C)=6.11
I(D)=6.55
SMH
R=13.79
I(A)=10.63
I(B)=9.64
I(C)=9.89
~2"PVCFM8"AC8"PVCA
C
B
A
C B
A
B18" CMP12" VC
12" VC12" VCCBN
R=17.06
I(A)=13.58 (12"VC)
I(B)=14.16 (12"VC)
CBN
R=17.61
I(A)=9.14 (18"CMP)
I(B)=14.02 (12"VC)
I(C)=9.06 (24"CMP)D~
20
20
19
18
1918171615141415 16171
7
181
8
192122232
4 222120191817
1819192
0
DDDDDDDDDDDDDDDDDFM FM FM FM
FM
FM FM FM FM
8"DI
14"DIWW
APPROX. 36" DRAIN (RECORD)F
M
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM FM FM FM FM FM
FM FM FM
1"PL (2016)
EMH
8" DI FORCE MAIN
G1"PL (2016)~
2"PL
2"PL
GGGGGGGGG
G
1"PL
G4-FORMER
GASOLINE
USTs
4-FORMER
GASOLINE
USTs
6-FORMER GASOLINE USTs &4-FORMER GASOLINE/DIESEL USTsREPORTED
550-GAL. FUEL OIL
& WASTE OIL USTs
REPORTED
700-GAL. WASTE
OIL UST
FORMER 275-GAL.
FUEL OIL UST
REPORTED 550-GAL.
FUEL OIL UST
SMH
(MONITORING WELL)
12"DI
W~
12"DI
8"1"-2"1"-2"8"DI1"-2"W~
~1"CLCBN
(RECORD)CBN
(RECORD)
FORMER LOCATION
GASOLINE SERVICE STATION 12"VCDD24"CMPDDDDDDDDDD D D D D D D
APPROX. 18"CMP (RECORD)APPROX. 18"CMP (RECORD)EASE EASE
EASE
EASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASESS
SSSSSCAPPED &
PLUGGED
7/19/2002
8" AC FM
8" AC FM
B-1 B-2
B-3
B-4
B-5
B-7 B-6/MW-1
MHWMHW100 100 100
100
100
10
0
10
0
1
0
0
1
0
0
100100100100 100
100
100 100 100
100
10
0
1
0
0
1
0
0
100
10010010010010010010010050 50
50
50
5
0
50505050INTERMITTENTSTREAMLIMIT OF WETLANDS
50' WETLAND BUFFER ZONE
100' WETLAND BUFFER ZONE
100' WETLAND BUFFER ZONE
200' RIPARIAN ZONE
19.38 19.45
19.33 19.30 19.51
19.4519.41
19.10 19.15 19.23 19.46
19.35 19.45
19.34 19.34 19.26 19.46
19.37
19.38
19.76
19.10
19.41
19.62 19.26 18.93 18.90
18.72
18.52
18.84 18.48
19.09
19.98
19.26 18.05
18.38
18.12
17.97
18.97
18.495050505
0
50
50 50
50
50 5050501001001001001001
0
0
1
0
0
10
0
100
100
100 100 100
100
100
100 100100100100100100100TB 1
TB 2
TBA 5
S S S
SSSSSSSSSSSSSSSSSSSSEE E E E E
E
0+00
1+00
2+00
DDD
D
LP
DLPEEEEWWWWWWWWW
W
WGGGGGGGGG GGGGGGG G
FMFMFMFM
FM
FM FMFMFMFMFMFMFMFMFMFMFMFM
FM
FM
FM FMFMFMFMFMFMFMFMFMFM FM FM
FM FM
T
TTTTTTTTTTT
S
S
6"6"6"6"
CB/DISC
UP 2
TREE LINE
50 50 50
50
50
50 50 50
50
50
5
0
5
0
5
0
5050200200200200200200200200200200200200200200200200
200
200
200
200
200DI(A)=10.63
I(B)=9.64
I(C)=9.89
19 6-FORMER GASOLINE USTs &4-FORMER GASOLINE/DIESEL USTsREPORTED
550-GAL. FUEL OIL
& WASTE OIL USTs
REPORTED
700-GAL. WASTE
OIL UST
FORMER 275-GAL.
FUEL OIL UST
REPORTED 550-GAL.
CBN
(RECORD)
FORMER LOCATION
GASOLINE SERVICE STATION
D D D D D D D
APPROX. 18"CMP (RECORD)
EASE
EASE EASE EASE
EASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEEASEB-7 B-6/MW-1
100
100
100
100
100 100 100 100
100
100
100
100
10
0
10
0
1
0
0
1
0
0
200' RIPARIAN ZONE
19.45
19.33 19.30 19.51
19.35 19.45
19.46
19.37
19.38
19.76
19.10
18.93 18.90
18.72
18.52
18.84 18.48
18.97
SSSSSSSSSEEE E E E E E E E E E
E
E
37.4 LF 18" PVC GRAVITY SEWER
3.5 LF 18" DI GRAVITY SEWER
DDDDD
D
LP
DDLP
8.6 LF 18" DI
GRAVITY SEWER
8.4 LF 18" DI
GRAVITY SEWER
3.5 LF 18" DI
GRAVITY SEWERD
EEEEEEE E WWWWWWWWWWW
W
W
W
W W W WGGGGGGGGGGGGGGGGGG G G G GE FM FMFMFMFMFMFMFMFMFMFM
FM
FMTTTTTTTTTT
TTTTTT
T
S
S
S
S
10.0 LF 18" PVC
GRAVITY SEWER
725 MAIN STREET PUMP STATION
PROPOSED CONDITIONS PLAN
ZFK
DNRP
FJB
FJB
AS NOTED
C-4THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\03 Civil Sheets.dwg Plot Date: Dec 20,2022-1:43pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
1" GAS SERVICE TO PUMP STATION
2" WATER SERVICE TO PUMP STATION
PROVIDE NEW 5'Ø SMH
LIMIT OF PAVING (TYP.)
CAST-IN-PLACE
CONCRETE WET WELL
UNDERGROUND
ELECTRICAL SERVICE
TO PUMP STATION
REDI-ROCK RETAINING WALL
TOP OF WALL EL. = 19.00
2' GRAVEL INFILTRATION
TRENCH ADJACENT TO
ACCESS ROAD (TYP.)
PROVIDE NEW 4'Ø DMH
PROVIDE NEW 4'Ø
CB (TYP. OF 2)
PROVIDE NEW 6'Ø ROOF
LEADER LEACHING PIT
(TYP. OF 2)
7' X 11' CAST-IN-PLACE
CONCRETE VALVE VAULT
725 MAIN STREET PUMP STATION
LIMIT OF CLEARING (TYP.)
PROVIDE SLUICE GATE AND
CHANNEL GRINDER (TYP. OF 2)
PROVIDE 330XLHD
CULTEC CHAMBERS (9)
18" DI 45° BEND (TYP. OF 2)
CONCRETE BOLLARD (TYP.)
SCALE:
PLAN
1"=20'
SCALE:
INSET A
1"=10'
SEE INSET A THIS SHEET.
1" GAS SERVICE TO PUMP STATION
2" WATER SERVICE TO PUMP STATION
DUAL 8" AND 14" SDR18 PVC
SEWER FORCE MAINS (TYP.)
LIMIT OF PAVING (TYP.)
CAST-IN-PLACE
CONCRETE WET WELL
UNDERGROUND
ELECTRICAL SERVICE
TO PUMP STATION
END OF REDI-ROCK RETAINING
WALL. CONNECT TO EXISTING
CONCRETE WALL.
2' GRAVEL INFILTRATION TRENCH
ADJACENT TO ACCESS ROAD (TYP.)
7' X 11' CAST-IN-PLACE
CONCRETE VALVE VAULT
5' WIDE CONCRETE SIDEWALK
725 MAIN STREET
PUMP STATION
LIMIT OF CLEARING (TYP.)
LOAM AND SEED
DISTURBED AREA (TYP.)
PROVIDE 330XLHD
CULTEC CHAMBERS (9)
NOTES:
1. SEE SHEET C-5 FOR DETAILED GRAVITY SEWER PLANS.
TIMBER GUARDRAIL
FILL IN EXISTING AREA TO MEET
TOP OF WALL (EL. -19.00)
12" DIAMETER FILTER SOCK
N
MAIN STREET
DUMONT DRIVEEND OF REDI-ROCK RETAINING
WALL. CONNECT TO EXISTING
CONCRETE WALL.
PAD-MOUNTED TRANSFORMER
DESIGNATED PARKING AREA
STAIRS TO PUMP STATION
TELECOMMUNICATIONS
SERVICE TO PUMP
STATION
DUAL 14" AND 8" SDR18 PVC SEWER
FORCE MAINS INSIDE STEEL CASING
PIPE UNDER RETAINING WALL
TELECOMMUNICATIONS
SERVICE TO PUMP
STATION
PROVIDE NEW 4'Ø DMH
CUT AND CONNECT TO
EXISTING 18"(CMP)D WITH A
SOLID SLEEVE COUPLING (TYP.)
UNDERGROUND ELECTRICAL
SERVICE TO INFLUENT
CHANNEL GRINDER
PROVIDE
NEW 5'Ø SMH
PROVIDE
NEW 5'Ø SMH
12" DIAMETER FILTER SOCK
REDI-ROCK RETAINING WALL
TOP OF WALL EL. = 19.00
5' WIDE CONCRETE SIDEWALK
TIMBER GUARDRAIL
10' (TYP.)
SEWER FORCE
MAIN BENDS
(1) - 14" DI 45°
(1) - 14" DI 22 12°
8" DI 22 12°
BEND
8" DI 45° BEND
8" SDR18
PVC SEWER
FORCE MAIN
14" SDR18
PVC SEWER
FORCE MAIN
14" DI 45° BEND
SEWER FORCE
MAIN BENDS
(1) - 8" DI 45°
(1) - 14" DI 45°
FILL IN EXISTING
AREA TO MEET TOP
OF WALL (EL. -19.00)
END OF REDI-ROCK RETAINING
WALL. CONNECT TO EXISTING
CONCRETE WALL.
5' WIDE CONCRETE SIDEWALK
LOAM AND SEED
DISTURBED AREA (TYP.)
PAD-MOUNTED TRANSFORMER
EASEEASEEASEEASEEASEEASESSSSSVGCCB/CTR
CB/CTR
BROKEN
CB/ CT
R
BROK
E
N
CB/DH
CB/DH
CB/DISC LC
18"
4"
4"
4"
4"
4"
4"
2"
6"
6"
6"
6"6"
6"
6"
6"6"
6"
6"6"
6"
EBOX/ IRRIGATION
EBOX
EHH
EMH
GG
GG
GG
GG
GG
GM
GP
GS
GS
GS
GS
GS
GS
GSGW
GW
HH
HH HH
HYD
(2)CV
(2)CV
CV
LAMPLAMP
LAMP
LAMP
LAMP
LP
LP
LP
LP
LP
(2)MAILMAIL
MW
BLDR
SIGN
SIGN:
1
W
A
Y
N
O
R
I
G
H
T
SIGN: 1WAY
SIGN: STAY RIGHT
SIGN: DNE
SIGN: 2HR PARK
SIGN:
N
P
SIGN: DUMONT
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN SIGN
SIGN
TH=20.14
TH=17.53
TH=24.89TH=24.93
TH=23.84
TH=23.87
TH=26.13
TH=28.67
TH=28.64
TH=30.59
TH=31.97
TH=25.87
TH=29.30 TH=31.08
TH=30.61
TH=30.51
TMH
TMH
TRAN
T
UP 39-23S
UP 45-37
UP 39-22
UP 39-21
UP NO#
UP 39-25
UP
UP 39-231/2
UP/LP 39-23
UP/LP
WG
WG
WG
WG
WG
WG
WG
WG
WG
WG
WG
WG
WG
METER PIT
(2)WS
WS
WS
WS
WS
BC
BC
BLUESTO
N
E
WALK
BRICKBRICK
BRICK
BRICK
BRICK
T T T T T
CONC
PAD
CONC
CON
CRETE
WALK CONC SIDEWALKCONCR
E
T
E
S
I
D
E
W
A
L
K
CONCRETE S
I
D
E
W
A
L
K
CONC WALKCONCRETE SIDEWALK
CONCR
E
T
E
CONC
R
E
T
E
CONCRETETREE W
E
L
L
CONCRETE
PATIO
GRAVE
LEEEETTT
EP EPBIT CO
N
C
S
I
D
E
W
A
L
K
BIT CONC S
I
D
E
W
A
L
K
BIT CONC S
I
D
E
W
A
L
K
BIT CONC SIDEWALK
EPEPBIT CONC SIDE
W
A
L
K
BIT CONC SID
E
W
A
L
K EPEPEPRET W
A
L
L
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G G G G G G G G G G
GGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGGGGGGGGGGGGGG
LS
LS
LS
CONC RET WALLRET WALLRET WALL
STONE
R
E
T
W
A
L
L
STONE
R
E
T
W
A
L
LCONC RET WALLSTONE RET WA
L
L
WOOD RET WALLRET WALLRET WALL
VCCV
C
C
VCCVGCVGC
VGC
VGC
VGC
VGC
VGC
VGC
VGC
VGC
VGC
VGC
VGC
VGC
VGC
W
W
W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W
W
W
W
W W
WWWWWWWWWWWWWWWWWWWWWWWSWL
SWL
SWL
#712
EXISTING
BUILDING SYLSYL
SYL
SYL
WOOD R
E
T
W
A
L
L
GENERATOR
ON CONC PAD
CONC BLOCK
RET WALL
ELEC PANEL
ON CONC PAD
PUMPING STATION
& WET WELL
SMH
(LATERALS)
EP
EPBIT CONC
PARKING LOT
LAWN
#688
EXISTING
BUILDING
#707
EXISTING
BUILDING
#705
EXISTING
BUILDING
#539
EXISTING
BUILDING
LSLS
#700
EXISTING
BUILDING
SIGN:
STEVENS ST
SIGN: STOP
L
S
KCIRB
LS
#690
EXISTING
BUILDING
CNOCLS
LS
LAWN
BRICK
PATIOBIT
CONC
DRIVE
200200200200200200200200200200200200200200200200200SCULPTURE
BENCHMARK:
"X"CUT IN BONNE
T
BOLT OF HYDRAN
T
EL=20.36 (NAVD88
)
SCULPTURE
PLAQUE
SIGN: BARNSTABL
E
OPEN SPACE
STONE RET WALL
SIGN: 2HR
PARKING
BENCHMARK:
RR SPIKE IN UP
EL=24.46 (NAVD88
)
R E T WA L L
EPSHRUBS
SIGN: STOP/
POTTER AVE
ELEC
CONDUIT
WOOD
D
E
C
K
SHRUBS LS
RET W
A
L
L
#535
EXISTING
BUILDING
LS
LS
STONE
R
E
T
W
A
L
L
#525
EXISTING
BUILDING
LAWN
LAWN
EM (ON UP)
UPLP 39-20
#675
EXISTING
BUILDING
SIGN:
CROSSWALK
SIGN:
NO LEFT
SIGN:
DIRECTORY
SIGN: STOP
SIGN: LANE ENDS
T
T
T
T
T
T
T
T
T
T
T
T
T T T T T T T T T T T T T T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
SIGN:
CROS
S
W
A
L
KCONCSIDEWALKEP BIT
CONC
DRIVE
PARCEL ID: 308-2
8
3
N/F
BRASS NAIL REAL
T
Y
T
R
U
S
T
(ARMSTRONG'S C
O
M
M
E
R
C
I
A
L
C
O
N
D
O
M
I
N
I
U
M
)
BOOK: 3812
PAGE: 324
PARCEL ID: 308-0
0
3
N/F
SEVEN TWENTY M
A
I
N
S
T
R
E
E
T
NOMINEE TRUST
BOOK: 30351
PAGE: 192
PARCEL ID: 308-2
7
9
N/F
M & M REALTY
INVESTMENTS LL
C
BOOK: 32614
PAGE: 100
PARCEL ID: 308-00
4
-
0
0
1
N/F
DNS REALTY INC
BOOK: 29580
PAGE: 48
PARCEL ID: 308-1
5
2
N/F
JANET E COOK
L.C.C. 105211
PARCEL ID: 308-15
1
N/F
701 MAIN REALTY
T
R
U
S
T
L.C.C. 186793
PARCEL ID: 308-14
5
N/F
707 MAIN LLC
L.C.C. 224887
PARCEL ID: 308-16
2
N/F
SOUTH MIX LLC
L.C.C. C376
PARCEL ID: 308-1
5
3
N/F
LITTLE BEACH RE
A
L
T
Y
L
L
C
L.C.C. 193989
PARCEL ID: 308-1
6
4
N/F
COLORS OF CAPE
C
O
D
I
N
C
L.C.C. 163002
PARCEL ID: 308-13
8
N/F
675 MAIN ST
REALTY TRUST
BOOK: 20728
PAGE: 265
TREE LINE
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S S
S
S
S
S
S
SSSSSSSSSS
S
S
S
S
S
S
S
SSSD
D
D
D
D
D
D
D
D
D
D
D
DDDD D D D D D DD D
DD D D D D D
D
DDDGUARD RAIL
SCULPTURE
DMH
R=25.47
N.P.V.
(FULL OF DEBIES
)
DMH
R=28.14
I(A)=18.74
I(B)=18.74
I(C)=23.82
CBN
R=25.84
I=22.74 (12"CI)
CBN
R=27.61
I(A)=24.11
I(B)=24.41
CBN
R=14.32
I=12.72
SGV
(2)SGV
(2)SGV
SMH
R=28.60
T.O.L.=21.02
SMH
(MONITORING WE
L
L
)
SMH
(MONITORING WE
L
L
)
A
B C
D
A B
C
A
B C
D
A B
C
6" PV
C 8" PVC8" PVC8" PVC
12"SEWER
12"SEWER
12"SEWER
12"SE
W
E
R
8" PVC8" PVC18" AC18" AC S~SMH
R=18.29
I(A)=6.13
I(B)=14.58
I(C)=6.11
I(D)=6.55
SMH
R=18.06
I(A)=8.10
I(B)=8.16
I(C)=8.57
SMH
R=13.79
I(A)=10.63
I(B)=9.64
I(C)=9.89 8"PVCSMH
R=19.88
I(A)=9.08
I(B)=10.50
I(C)=9.10
I(D)=13.30
S
CBN
R=19.77
I(A)=14.97
I(B)=15.29
~~8"DIWSMH
R=23.88
I(A)=16.43
I(B)=16.43
I(C)=16.76
~
~
~
SMH
R=28.32
T.O.L.=20.50
#525
EXISTI
N
G
BUILDI
N
G
8"DI~A
C
B
A
C B
A
B
A B
A
BC
A B
C
D
C B
A
C
BA
B
A
B
A
6
"
PVC18" CMP12" VC
12" VC 12" CMP12" VC
2
4
"
RC
P
24" RCP
12" RCP24" RCP
12" RCP12" CI12" CI12" VC
12" VC~CBN
R=17.43
I=14.12
CBN
R=17.60
I(A)=14.10
I(B)=11.86
I(C)=10.93
CBN
R=17.06
I(A)=13.58 (12"VC)
I(B)=14.16 (12"VC)
CBN
R=17.61
I(A)=9.14 (18"CMP
)
I(B)=14.02 (12"VC)
I(C)=9.06 (24"CMP
)D~
DMH
R=23.73
I(A)=19.29
I(B)=17.18
I(C)=17.18
~
DMH
R=25.88
I(A)=18.45
I(B)=18.47
I(C)=18.43
I(D)=18.18
8"SEWER
~
CBN
R=28.31
I(A)=25.21
I(B)=26.31D~CBN
R=24.23
I=21.23 ~~~12" VC 6"PVC ~2920
20
18
15 16171
7 1818
20191816
17
17
18181920212223242
5
2627282827262524252826
28
29
23
22
21
192
0
DDDDDDDDDFM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM
FM
FM
FM FMFM
FM
FM
FM
FM
FM FM FM FM FM FM FM
FM
FM
FM
FM FMSSSSSSSS8"DI
14"DI 8"DI
14"DIDUAL 8" & 14"
CI FORCE MAINS
W
W
APPROX. 36" DRAIN (RECORD)CONC. HEADWALL
(RECORD LOCATI
O
N
)INTERMITTENTSTREAMF
M
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM
FM
1"PL (2016)
EMH
GM
8" DI FORCE MAIN
2"PL
GGGGGGGGG G1"PL
GE
P
GGGG4-FORMER
GASOLINE
USTs
4-FORMER
GASOLINE
USTs
6-FORMER GASOLINE USTs &4-FORMER GASOLINE/DIESEL USTsSMH
(MONITORING W
E
L
L
)
12"DI
12"DI
8"1"-2"1"-2"8"DI1"-2"WW~
~1"CL12"DICBN
(RECORD)
CBN
(RECORD)12"VC12"DI
DD24"CMPDD
D
D
D
D
D
D
APPROX. 18"CMP
(
R
E
C
O
R
D
)APPROX. 18"CMP (RECORD)EASE
E
A
S
E
E
A
S
E
E
A
S
E
E
A
S
E
E
A
S
E
E
A
S
E
E
A
S
E
E
A
S
E
E
A
S
E
E
A
S
E
E
A
S
E
E
A
S
E
E
A
S
E
E
A
S
E EASEEASEEASEEASEEASEEASEEASESSSCAPPED &
PLUGGED
7/19/2002
8" AC F
M
8" AC FM
8" AC FM
B-1
B-2
B-3
B-4
B-5
200' RIPARIAN ZO
N
E
19.26
18.93
18.90
18.72
18.52
18.84
18.48
19.09
19.98
19.26
18.05
18.38
18.1217.97
18.97
18.495050505
0
50
50
50 50
50 505050505050505050100
100
100 100 100
100
100
100 100100100100100100100100100100100100TBA 5
TBA 4
TBA 3
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SSSSSSSSSSSSSSSSSSS213.6 LF 12" PVC GRAVITY SEWER
103.9 LF 12" PVC GRAVITY SEWER
76.0 LF 12" PVC GRAVITY SEWER
165.1 LF 12" PVC GRAVITY SEWER
14.8 LF 18" PVC GRAVITY SEWER
144.2 LF 18" PVC GRAVITY SEWER
0+00
1+00
2+00
3+00
4+00
5+00
DWWWW WWWGGGGGGGGGGFMFMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFM
FM
FM
FM
T
T
T
T
T
T
T
T
0
10
20
30
0
10
20
30
0+00 1+00 2+00 3+00 4+00 5+00 5+601+00 2+00 3+00 4+00 5+00
213.6 LF 12" PVC GRAVITY SEWER @ 0.0025 FT/FT
MIN. COVER = 7.7
MAX. COVER = 13.2
103.9 LF 12" PVC GRAVITY SEWER @ 0.0233 FT/FT
MIN. COVER = 6.3
MAX. COVER = 7.8
76.0 LF 12" PVC GRAVITY SEWER @ 0.0126 FT/FT
MIN. COVER = 9.0
MAX. COVER = 10.0
PROP. 5' SMH
STA 0+27
RIM EL = 18.30
(SW) 18"Ø INV EL = 6.13
(W) 6"Ø INV EL = 14.58
(E) 18"Ø INV EL = 6.03
PROP. 5' SMH
STA 0+41
RIM EL = 18.03
(NE) 12"Ø INV EL = 5.84
(W) 18"Ø INV EL = 5.94
(SE) 18"Ø INV EL = 5.84
PROP. 4' SMH
STA 2+06
RIM EL = 18.07
(NE) 12"Ø INV EL = 7.98
(S) 8"Ø INV EL = 8.57
(SW) 12"Ø INV EL = 7.88
PROP. 4' SMH
STA 2+82
RIM EL = 19.99
(E) 12"Ø INV EL = 12.65
(NW) 8"Ø INV EL = 10.50
(NE) 12"Ø INV EL = 9.10
(SW) 12"Ø INV EL = 8.94
PROP. 4' SMH
STA 3+86
RIM EL = 23.90
(E) 12"Ø INV EL = 15.17
(S) 8"Ø INV EL = 16.76
(W) 12"Ø INV EL = 15.07
WS
ELEC/TELE
ELEC/TELE
8"W
18"D
GS
8"FM
14"FM
WS WS
12"W
12"D
#705
F.F.E.
23.87
#535
F.F.E.
30.59
#705
#535
#525
F.F.E.
31.97
#525
14.8 LF 18" PVC GRAVITY SEWER @ 0.0061 FT/FT
MIN. COVER = 10.5
MAX. COVER = 10.8
B-1 B-2 B-3
165.1 LF 12" PVC GRAVITY SEWER @ 0.0124 FT/FT
MIN. COVER = 9.1
MAX. COVER = 11.2
STA 0+00 TO STA 5+60
PROPOSED CONDITIONS PLAN
ZFK
DNRP
FJB
FJB
AS NOTED
C-5THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\03 Civil Sheets.dwg Plot Date: Dec 20,2022-1:46pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
N
MATCH LINESHEET C-6SCALE:
PLAN
1"=20'
MAIN STR
E
E
T
DUMONTDRIVESTEVENSSTREETPOTTERAVENUEMAIN STREET
SOUT
H
S
T
R
E
E
T
PROFILE
HORIZONTAL SCALE:
VERTICAL SCALE:
1"=20'
1"=5'
EXISTING GRADE
REMOVE AND LEGALLY DISPOSE
OF EXISTING GRAVITY SMH.
PROVIDE NEW 4'Ø SMH
CUT AND CONNECT TO
EXISTING 8"(PVC)S WITH A
SOLID SLEEVE COUPLING
REMOVE AND REPLACE EXISTING GRAVITY SEWER
SERVICE TO THE PROPERTY LINE. PROVIDE SEWER
SERVICE CLEANOUT AND RESTORE PRIVATE
PROPERTY TO PRE-CONSTRUCTION CONDITIONS (TYP.)
REMOVE AND LEGALLY DISPOSE
OF EXISTING GRAVITY SMH.
PROVIDE NEW 4'Ø SMH
REMOVE AND LEGALLY DISPOSE
OF EXISTING GRAVITY SMH.
PROVIDE NEW 4'Ø SMH
REMOVE AND LEGALLY DISPOSE
OF EXISTING GRAVITY SMH.
PROVIDE NEW 5'Ø SMH
PROVIDE NEW 5'Ø SMH
CUT AND CONNECT TO
EXISTING 12"(PVC)S WITH
A SOLID SLEEVE COUPLING
CUT AND CONNECT TO
EXISTING 8"(PVC)S WITH A
SOLID SLEEVE COUPLING
CUT AND CONNECT TO EXISTING 8"(PVC)S
WITH A SOLID SLEEVE COUPLING
CUT AND CONNECT TO
EXISTING 6"(PVC)S WITH A
SOLID SLEEVE COUPLING
CUT AND CONNECT TO
EXISTING 18"(AC)S WITH A
STEEL TRANSITION COUPLING
REMOVE AND LEGALLY DISPOSE OF
EXISTING ABANDONED SEWER SERVICE
REMOVE AND LEGALLY
DISPOSE OF EXISTING 18"(AC)S
CUT AND CONNECT TO
EXISTING 18"(AC)S WITH A
STEEL TRANSITION COUPLING
REMOVE AND LEGALLY
DISPOSE OF EXISTING
14"(DI)FM AND 8"(DI)FM
1" GAS SERVICE TO PUMP STATION
2" WATER SERVICE TO PUMP STATION
CUT AND CONNECT TO EXISTING 8"(AC)FM
WITH A STEEL TRANSITION COUPLING
REMOVE AND LEGALLY
DISPOSE OF EXISTING 8"(AC)FM
SEWER FORCE MAIN PLUG VALVES
(3) - 8" PLUG VALVES
(1) - 14" PLUG VALVE
DUAL 8" AND 14" SDR18 PVC
SEWER FORCE MAINS (TYP.)
SEWER FORCE
MAIN BENDS
(2) - 14" DI 45°
(2) - 8" DI 45°
CHIMNEY SEWER SERVICE
CONNECTION (TYP.)
REMOVE AND LEGALLY
DISPOSE OF 12"S (TYP.)
REMOVE AND LEGALLY
DISPOSE OF 8"(PVC)S
REMOVE AND LEGALLY DISPOSE
OF EXISTING GRAVITY SMH.
SEDIMENTATION CONTROL AT
CATCH BASINS - SILT SACK (TYP.)
IMPERVIOUS
CLAY DAM (TYP.)
IMPERVIOUS
CLAY DAM (TYP.)
NOTES:
1.ALL GRAVITY SEWER MAINS AND SERVICES ARE TO BE INSTALLED WITH EXTERNAL
JOINT WRAP - DOUBLE-WRAPPED, 6" WIDE, 10-MIL PVC PIPE WRAP TAPE.
2.CONTRACTOR SHALL CONFIRM LOCATIONS OF ALL SEWER SERVICE
CONNECTIONS PRIOR TO CONSTRUCTION.
3.SEE SHEET C-4 FOR DETAILED PUMP STATION SITE PLANS.
4.REMOVE AND LEGALLY DISPOSE OF ALL ASBESTOS CEMENT PIPE AND ASBESTOS
CONTAINING MATERIAL.
DROP SEWER CONNECTION
(REFER TO DETAIL SHEET CD-2)
DROP SEWER CONNECTION
(REFER TO DETAIL SHEET CD-2)
DROP SEWER CONNECTION
(REFER TO DETAIL SHEET CD-2)
2' GRAVEL
INFILTRATION
TRENCH ADJACENT
TO ACCESS ROAD
CUT AND CONNECT TO
EXISTING 18"(CMP)D WITH A
SOLID SLEEVE COUPLING (TYP.)
PROVIDE NEW 4'Ø DMH
TEST PIT TO VERIFY
LOCATION AND ELEVATION
OF EXISTING FORCE MAINS
SEE SHEET C-4 FOR
CONTINUATION
SEE SHEET C-7 FOR
EXISTING PUMP STATION
DEMOLITION PLAN
CUT AND CONNECT TO EXISTING 8"(DI)FM AND
14"(DI)FM WITH SOLID SLEEVE COUPLINGS
SEWER FORCE
MAIN BENDS
(1) - 14" DI 11 14°
(1) - 8" DI 11 14°
12" DIAMETER FILTER SOCK
CB/ CTR
BROKEN
4"
2"
18"
8"TWIN
2"
2"
22"
2"2"
24"
24"
6"
8"
8"
4"
2"
EHH
EHH
EM
(5)EM
EM
GG
GG
GG
GG
GG
(5)GM
GM
GS
GS
GW
GW
GW
HH
HH
HH
HH
HYD
CV
LP
LP
LP
LP
LP
LP
LP
LP
MH
R=32.55
MH
R=32.65MW
SIGN: 1WAY NO RIGHT
SIGN: NP
SIGN: HYANNIS
ANCIENT CEMETERY
SIGN
SIGN
SIGN
TH=30.
5
1
TH=32.68
TH=33.93
TH=34.00
TLP
TLP
TLP
TLP
TLP
TLP
TLP LIGHT
TLP
TMH
TMH
T
UP 52-50
UP 52-48
UP/LP UP/LP 51
UP/LP 50-1
UP/LP 52-49
SPIGOT
WG
WG
WG
WG
WG
WG
WG
WG
WS
WS
WSBRICK
T
T T T
T
T
T T T T T T
CCB
CCB CCBBENCHCONCRETE
S
IDEWALK
CONCRETECONCRETEGRAVEL
DRIVE
GRAVEL
EPBIT CONC SIDEWALK
BIT CONC SIDEWALK
BIT CONC SIDEWALKBIT CONC SIDEWALKBIT C
O
N
C
SI
D
E
W
AL
K
BIT C
O
N
C
SI
D
E
W
A
L
K
EP
BIT CONC SIDEWALK
EP EPEPEP EPPOST & RAIL FENCE POST & RAIL FENCE POST & RAIL FENCEPOST &
RA
IL
POST & RAIL
POST & RAIL FENCE
VINYL FENCE
G G G
G G
GGG G G G G G G G G G G G G G G G G G
G
G G G G G G G G G G GGG G G
G
G
G
GGGGGGGGGGGLSRET WALLRET W
A
L
L
VGC VGC VGC VGC
VGC
VGC VGC VGC VGC VGC
VGCVGCVGCVGCVGCVGCVGCVGC
W W W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
SYL
W W W
W
W
W
WWSWL
SYL
SWL
EM (ON
U
P)
UPLP 3
9-
2
0
CROSS
W
A
L
K
T T T T T T T T T T T T T T T T T T T T T T T T T T T
#667
EXISTING
BUILDING
WGGGSIGN:
CROSSWALKEPBIT
CONC
DRIVE
GRAVEL
PARKING LOT
BIT CONC SIDEWALK EPBIT CONC
PARKING LOT
LAWN
#488
EXISTING
BUILDING
SIGN:
NO PARKING
BIT CONC
PARKING LOT
BIT CONC
PARKING LOT
BIT CONC SIDEWALK
SIGN: ONE WAY
DO NOT ENTER SIGN: BIKES YIELD
TO PEDESTRIANSCONCRETE
S
IDEWALK
LAWN
LAWN
BENCHMARK:
TOP OF BONNET
BOLT OF HYDRANT
EL=33.42 (NAVD88)
SIGN: 2 LANES
ONE WAY
SIGN:
NEWTON ST
HEDGEBENCHMARK:
RR SPIKE IN UP
EL=33.33 (NAV88)
SIGN:
ONE WAY SIGN:
ONE WAY
BIT CONC
PARKING LOT
ELECTRIC
VAULT
SIGN: NO
RIGHT TURN
SIGN: DO
NOT ENTER
EUP/LP 6
TRAN
UP/LP 52-46
UP NO#GGGGGGGVGCKLAWEDIS CNOC
CONC SIDEWALKCON
C
S
ID
E
WA
L
KBIT CONC
PARKING LOT
LAWN
EXISTING
BUILDING
PARCE
L I
D:
3
0
8-
1
3
8
N/F
675 MAI
N
S
T
REALT
Y
T
R
U
S
T
BOOK:
2
0
7
2
8
PAGE:
2
6
5
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S
D DDDCBN
R=30.08
SMH
R=28.6
0
T.O.L.=
2
1.
0
2
A
C
B A B
A
B D
C
E
B
A
BA
8" PVC8" PVC
8" PVC 8" PVC
8"DISMH
R=29.90
I(A)=23.26
I(B)=19.32
I(C)=19.44
~CI (DI)~
8" PVC 8" PVC
SMH
R=32.50
I(A)=18.40
I(B)=18.27
DMH
R=31.12
I(A)=25.97
I(B)=25.07
I(C)=25.47
12"HDPE
CBN
R=31.07
I=28.37
12"HDPE
CBN
R=30.93
WATER @ 26.63
(HOODED)
DMH
R=30.91
I=23.82
D DCBN
R=31.01
I=28.23
CBN
R=31.09
I(A)=28.04
I(B)=27.9± (HOODED)
WATER @ 27.9
CBN
R=30.94
I(A)=27.89
I(B)=27.74
SIGN:
SEA STREET
CB/DISC
CBN
R=30.44
I=26.34
12"HDPE
CBN
R=30.66
I(A)=27.56 (12"HDPE)
I(B)=27.50
SMH
R=30.90
I(A)=24.90 (TOP FM)
I(B)=24.36
SMH
R=30.93
I(A)=17.36
I(B)=24.28
I(C)=17.40
I(D)=17.03
I(E)=17.28
SMH
R=31.08
I(A)=17.03
I(B)=16.93
~
CBN
R=30.81
I=27.94
12"HDPE TO STORMWATER
INFILTRATION SYSTEM
A
B
C
12" PVC~8"SEW
E
R
12" HDPE
A
B
A
B
12" HDPE12" HDPEA
B
~DWWWWWWW3031 32
32
32
31
3
0
3131
3
1
333333
3332
32
31
31
2930
PARCEL ID: 308-137
N/F
HYANNIS SERIES SIX, LLC
BOOK: 28924 PAGE: 29
PARCEL ID: 308-136
N/F
TOWN OF BARNSTABLE
BOOK: 28380 PAGE: 121
PARCEL ID: 308-141
N/F
CASEY TRUST
BOOK: 22904 PAGE: 309
PARCEL ID: 308-170
N/F
67 SEA STREET REALTY TRUST
L.C.C. 161932
PARCEL ID: 308-142
N/F
478 SOUTH STREET REALTY TRUST
BOOK: 24798 PAGE: 204
PARCEL ID: 308-122
N/F
JCM REALTY TRUST
L.C.C. 173610
PARCEL ID: 308-198
N/F
ALFA GROUP LLC
BOOK: 31319 PAGE: 322
PARCEL ID: 308-165
N/F
TOWN OF BARNSTABLE
(CEMETERY)
S SSSSSSS
(SEWER CONNECTS TO
SEA STREET)
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMGG12"DI
12"DI
STORMWATER INFILTRATIO
N
C
H
A
M
B
E
R
(
R
)
STORMWATER
INFILTRATION
CHAMBER (R)
T
T
T
T
T T8" AC FM
8" AC FM
8" VC8" VCB-1
S S S S S S S S S S S S S S S S S
S S S S S S S S S S S S S S S SSS
264.4 LF 12" PVC GRAVITY SEWER
246.5 LF 12" PVC GRAVITY SEWER
11+26
6+00 7+00 8+00 9+00 10+00
11+00
FM
FM
FM
5
10
20
30
40
5
10
20
30
40
5+60 6+00 7+00 8+00 9+00 10+00 11+00 11+246+00 7+00 8+00 9+00 10+00 11+00
264.4 LF 12" PVC GRAVITY SEWER @ 0.0025 FT/FT
MIN. COVER = 12.7
MAX. COVER = 15.5
246.5 LF 12" PVC GRAVITY SEWER @ 0.0025 FT/FT
MIN. COVER = 13.1
MAX. COVER = 15.6
PROP. 5' SMH
STA 6+00
RIM EL = 29.88
(E) 12"Ø INV EL = 15.80
(SW) 8"Ø INV EL = 19.44
(S) 8"Ø INV EL = 19.44
(W) 12"Ø INV EL = 15.70
PROP. 5' SMH
STA 8+47
RIM EL = 33.00
(E) 12"Ø INV EL = 16.52
(W) 12"Ø INV EL = 16.42
PROP. 5' SMH
STA 11+11
RIM EL = 30.95
(S) 8"Ø INV EL = 17.28
(N) 8"Ø INV EL = 17.40
(W) 12"Ø INV EL = 17.18
WS
GS
GS
12"W
12"D
12"W
12"D
12"W
#675
F.F.E.
30.51
#667
F.F.E.
UNKNOWN
#675
#667
#488
#488
F.F.E.
34.00
SCALE:
PLAN
1" = 20'
STA 5+60 TO STA 11+26
PROPOSED CONDITIONS PLAN
ZFK
DNRP
FJB
FJB
AS NOTED
C-6THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\03 Civil Sheets.dwg Plot Date: Dec 20,2022-1:46pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
N
MATCH LINESHEET C-5SOUTH STREET
SOU
T
H
STR
E
E
TSEASTREET
SEASTREETPROFILE
HORIZONTAL SCALE:
VERTICAL SCALE:
1"=20'
1"=5'
CUT AND CONNECT TO EXISTING 8"(VC)S
WITH A SOLID SLEEVE COUPLING
REMOVE AND LEGALLY
DISPOSE OF EXISTING 8"(PVC)S
CUT AND CONNECT TO
EXISTING 8"(VC)S WITH A
SOLID SLEEVE COUPLING
CONNECT NEW 8" SDR18 PVC FORCE
MAIN TO TO EXISTING GRAVITY SMH
REMOVE AND LEGALLY DISPOSE
OF EXISTING GRAVITY SMH.
PROVIDE NEW 5'Ø SMH
REMOVE AND LEGALLY DISPOSE
OF EXISTING GRAVITY SMH.
PROVIDE NEW 5'Ø SMH
REMOVE AND LEGALLY DISPOSE
OF EXISTING GRAVITY SMH.
PROVIDE NEW 5'Ø SMH
CUT AND CONNECT TO
EXISTING 8"(PVC)S WITH A
SOLID SLEEVE COUPLING
REMOVE AND REPLACE EXISTING GRAVITY SEWER
SERVICE TO THE PROPERTY LINE. PROVIDE SEWER
SERVICE CLEANOUT AND RESTORE PRIVATE
PROPERTY TO PRE-CONSTRUCTION CONDITIONS (TYP.)
EXISTING GRADE
CHIMNEY SEWER SERVICE
CONNECTION (TYP.)
CUT AND CONNECT TO EXISTING 8"(AC)FM
WITH A STEEL TRANSITION COUPLING
8" DI 22 12° BENDS
REMOVE AND LEGALLY DISPOSE OF
EXISTING FORCE MAIN SMH.
REMOVE AND LEGALLY
DISPOSE OF 8"(PVC)S
SEDIMENTATION CONTROL AT
CATCH BASINS - SILT SACK (TYP.)
IMPERVIOUS
CLAY DAM (TYP.)
IMPERVIOUS
CLAY DAM (TYP.)
DROP SEWER CONNECTION
(REFER TO DETAIL SHEET CD-2)NEWTONSTREETNOTES:
1.ALL GRAVITY SEWER MAINS AND SERVICES ARE TO BE INSTALLED WITH EXTERNAL
JOINT WRAP - DOUBLE-WRAPPED, 6" WIDE, 10-MIL PVC PIPE WRAP TAPE.
2.CONTRACTOR SHALL CONFIRM LOCATIONS OF ALL SEWER SERVICE
CONNECTIONS PRIOR TO CONSTRUCTION.
3.REMOVE AND LEGALLY DISPOSE OF ALL ASBESTOS CEMENT PIPE AND ASBESTOS
CONTAINING MATERIAL.
18"
EMH
LAMP
MW
TRAN
T
UP 39-25
UP
WG
WG
WG
BC
E
EEEEEEEETTTTTTTBIT CONC SIDEWALK
BIT CONC SIDEWALK
G G G G G G G G G G G G G G G G G G G G G GVCC
VGC
VGC
VGC
W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWGENERATOR
ON CONC PAD
CONC BLOCK
RET WALL
ELEC PANEL
ON CONC PAD
PUMPING STATION
& WET WELL
SMH
(LATERALS)
EP
SCULPTURE
T T T T T T T T T T T T T T T T T T T T T T
PARCEL ID: 308-283
N/F
BRASS NAIL REALTY TRUST
(ARMSTRONG'S COMMERCIAL CONDOMINIUM)
BOOK: 3812
PAGE: 324
PARCEL ID: 308-003
N/F
SEVEN TWENTY MAIN STREET
NOMINEE TRUST
BOOK: 30351
PAGE: 192
TREE LINE
GGS S S S S S S S S S S S S S SSSSSDD
DDDGUARD RAIL
CBN
R=14.32
I=12.72
SGV
(2)SGV
SMH
A
B C
D
6"
P
V
C
12"SEWER18" AC18" AC SS~SMH
R=18.29
I(A)=6.13
I(B)=14.58
I(C)=6.11
I(D)=6.55
A
C
B
A
C B
A
B18" CMP12" VC12" VC~CBN
R=17.43
I=14.12
CBN
R=17.60
I(A)=14.10
I(B)=11.86
I(C)=10.93
CBN
R=17.06
I(A)=13.58 (12"VC)
I(B)=14.16 (12"VC)
CBN
R=17.61
I(A)=9.14 (18"CMP)DD~191816
17
DDDDDDDDDDDDDW
W W W
CONC. HEADWALL
(RECORD LOCATION)INTERMITTENTSTREAMFMF
M
FM FM FM FM FM FM FM FM FM
FM FM FM FM FM FM FM FM FM
1"PL (2016)
EMH
GM
T8" DI FORCE MAIN
2"PL
4-FORMER
12"DI 8"DI1"-2"DDDD24"CMPEASEEASEEASEEASEEASEEASEEASEEASESSSSCAPPED &
PLUGGED
7/19/2002
8" AC FM
B-1505050505050505
0
5
0
50
50
50
50 50 50
50
50
50
50 5050505050505050505050505050100
100 100 100100100100100100100100100100TBA 5
TBA 4
TBA 3
SSSSSSSSSSS
SSSSSS14.8 LF 18" PVC GRAVITY SEWER
0+00
1+00
WWWWWGGGGGGGGGT T
TTTEXISTING PUMP STATION DEMOLITION PLAN
ZFK
DNRP
FJB
FJB
AS NOTED
C-7THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\03 Civil Sheets.dwg Plot Date: Dec 20,2022-1:50pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
SCALE:
PLAN
1" = 10'
N
MAIN STREET
DEMOLISH EXISTING CONCRETE
PAD. REMOVE AND LEGALLY
DISPOSE OF EXISTING GENERATOR
(SEE NOTE 1)
DEMOLISH EXISTING CONCRETE PAD.
REMOVE AND LEGALLY DISPOSE OF
EXISTING ELECTRIC PANEL
(SEE NOTE 2)
EXISTING GUARD RAIL TO REMAIN
REMOVE AND LEGALLY DISPOSE
OF EXISTING GAS METER
(SEE NOTE 1)
REMOVE AND LEGALLY DISPOSE OF EXISTING
PUMP STATION AND WET WELL TO 6' BELOW
GRADE. ABANDON REMAINDER OF PUMP
STATION AND WET WELL WITH FLOWABLE FILL
EXISTING TREE TO REMAIN
REMOVE AND LEGALLY DISPOSE
OF EXISTING ELECTRIC MANHOLE
(SEE NOTE 2)
CLOSE EXISTING GAS VALVE
REMOVE AND LEGALLY
DISPOSE OF EXISTING 18"(AC)S
REMOVE AND LEGALLY
DISPOSE OF EXISTING 8"(AC)FM
REMOVE AND LEGALLY DISPOSE
OF EXISTING 8"(DI)FM
REMOVE AND LEGALLY DISPOSE OF EXISTING
SEWER FORCE MAIN PIPING, MANHOLE, AND VALVES
NOTES:
1.COORDINATE WITH GAS COMPANY REGARDING SHUT OFF AND ABANDONMENT OF
EXISTING GAS SERVICE TO THE EXISTING PUMP STATION SITE.
2.COORDINATE WITH ELECTRIC COMPANY REGARDING DISCONNECTION AND
ABANDONMENT OF EXISTING ELECTRIC SERVICE TO THE EXISTING PUMP STATION SITE.
CLOSE EXISTING WATER VALVE
LOAM AND SEED DISTURBED AREA
12" DIAMETER FILTER SOCK
CIVIL DETAILS I
ZFK
DNRP
FJB
FJB
AS NOTED
CD-1THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\04 Civil Details.dwg Plot Date: Dec 20,2022-1:51pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
SCALE:
TYPICAL SEWER TRENCH
N.T.S.
TOPSOIL
7'
12 - 20'
5'UP TO 24"
0 - 12'
TRENCH DEPTH
TRENCH WIDTH PAYMENT SCHEDULE
D+5'D+3'> 24"
> 20'
10'
D+8'
NOTES:
1.TRENCH PAYMENT WIDTH FOR MULTIPLE PIPES IN THE SAME TRENCH
WILL BE INCREASED BY LARGER PIPE DIAMETER PLUS A MAXIMUM OF
1'-0" HORIZONTAL SEPARATION AS MEASURED BETWEEN EACH PIPE.
2.D = PIPE DIAMETER (IN FEET). FOR EXAMPLE, IF PIPE IS 30"Ø AND LESS
THAN 12' DEEP, THEN TRENCH WIDTH IS 2.5'+3'=5.5'
PIPE
DIAMETER
4" MIN.
TRENCH WIDTH
SEE TABLE
HALF OF
TRENCH WIDTH
6" MIN.12" MIN.RESURFACING AS REQUIRED
SECTION UNDER PAVEMENT
PIPE
DIAMETER
GRAVEL SUB-BASE
SCALE:N.T.S.
PVC/DI FITTINGS AND RESTRAINTS (SEWER FORCE MAIN)
MIN. 60'
RESTRAINED LENGTH
MIN. 60'
RESTRAINED LENGTH
NOTES:
1.CONCRETE FITTING ENCASEMENT SHALL BE DESIGNED BY THE
CONTRACTOR. THE FITTING ENCASEMENT SHALL BE CAST-IN-PLACE WITH A
MINIMUM 3' EXTENSION FROM THE FACE OF EACH FITTING.
RESTRAINT HARNESS (TYP.)
PROTECTO 401 EPOXY
LINED DI FITTING (TYP.)
DR18 PVC PIPE (TYP.)
CONCRETE FITTING ENCASEMENT SHALL BE
A MINIMUM OF 3'L X 3'W X 3'H (TYP.)
PUSH ON JOINT (TYP.)
SCALE:
SEWER FORCE MAIN PLUG VALVE AND VALVE BOX
N.T.S.
SEWER
NOTES:
1.ALL SEWER PLUG VALVES SHALL OPEN LEFT.
2.PROVIDE CUSTOM WRENCHES REQUIRED FOR
VALVES WITH RISING STEMS TO THE TOWN.
2-NOTCH OPENINGS REQUIRED
COVER
FINISHED GRADE
VALVE BOX TOP SECTION VALVE BOX
VALVE BOX BOTTOM SECTION
DR18 PVC SEWER FORCE MAIN
MECHANICAL JOINT
ECCENTRIC PLUG VALVE
DR18 PVC SEWER
FORCE MAIN
CONCRETE SUPPORT BLOCK
FIRM UNDISTURBED
MATERIAL
PVC MECHANICAL JOINT
ADAPTER RESTRAINTS
UNDISTURBED
EARTH (TYP.)
GREEN SEWER
MARKING TAPE WITH
METAL CORE APPROX. 18"
ABOVE SEWER PIPE
CROSS COUNTRY SECTION
(WHERE NO GRASS OCCURS,
OMIT TOPSOIL AND PLACE
MIN. 6" OF SELECT GRAVEL)
CRUSHED STONE BACKFILL
FOR SEWER FORCE
MAIN/GRAVITY SEWER.
THOROUGHLY COMPACT.
COMPACTED BACKFILL
(EXCAVATED MATERIAL OR
GRAVEL AS SPECIFIED BY
ENGINEER)
12" MIN.
SCALE:
CONCRETE ENCASEMENT FOR
SEWER FORCE MAIN CROSSING
N.T.S.
D + 2'
MI
N.
D
VARI
E
S
1'-0"
1/2D
1
2
1'-
0
"
2D
1
D
+
2
'
M
I
N
.
2
1/
2
D
1
EXISTING UTILITY
SEWER FORCE MAIN
NOTES:
1.ALL UTILITY CROSSINGS WITHIN 12" OF THE INSTALLED FORCE MAIN SHALL BE CONCRETE ENCASED.
2.ENCASEMENT SHALL BE EXCAVATABLE FLOWABLE FILL.
SCALE:
PIPE TRENCH DAM DETAIL
N.T.S.
2" MIN KEY WAY
UNDISTURBED MATERIAL
IMPERVIOUS DAM
NEW SEWER
12"MIN
1"MIN
2" MIN KEY WAY
UNDISTURBED MATERIAL
NEW SEWER
SPRINGLINE PIPE
SECTION
PLAN
CLAY DAM FOR PVC PIPE
CONCRETE DAM FOR DI
AND RC PIPE
EXCAVATED TRENCH
(SEE DETAIL THIS SHEET)
NOTES:
FOR PIPES OTHER THAN PVC, TOP OF DAM TO BE AT
MID-DIAMETER OF PIPE.
12"
2% SLOPE (MIN)
6% SLOPE (MAX)
6" MIN. OF 3
4" CRUSHED STONE
OVER PIPE IN SERVICE TRENCH
6" MIN. OF 3
4" CRUSHED STONE
OR GRAVEL FILL IN NATIVE SOIL
(12" MIN. IN LEDGE UNDER PIPE)
SCALE:
TYPICAL SEWER SERVICE CONNECTION
N.T.S.
FLOW
NOTES:
1.CLEAN OUT SHALL BE ACCESSIBLE AT ALL TIMES.
2.6" MIN. LAYER OF 3 4" CRUSHED STONE 12" IN LEDGE.
SCALE:
SEWER LATERAL CLEANOUT
N.T.S.
TO SEWER MAIN
6"
6"
MIN.
CAST IRON OR TRAFFIC TYPE
METER BOX, U.S. FOUNDRY MODEL
7621 OR APPROVED EQUAL
RIM AND COVER SET IN
CEMENT CONCRETE
6" MIN. SDR35 PVC
3 4" CRUSHED STONE
6" MIN. SDR35 PVC GRAVITY
SEWER SERVICE
PVC TEE-WYE
SEWER CLEAN-OUT RIM AND
COVER FLUSH OR RAISED IN
LANDSCAPED AREAS
LANDSCAPED AREAS PAVED AREAS
REMOVABLE PVC THREADED PLUG
REMOVE RUBBER FROM
CLEAN OUT CAP
SEWER CLEAN-OUT RIM
AND COVER FLUSH IN
PAVEMENT AREAS
EPR (PIPE AND TAP CONNECTION) NOTES:
1.TEE OR WYE SHALL BE INSTALLED BETWEEN 0 TO 60 DEGREES AS NEEDED TO MEET THE EXISTING
PRIVATE SANITARY LATERAL. WYES SHALL BE ORIENTED TO POINT TOWARDS THE DIRECTION OF
MAIN LINE FLOW.
2.THE DIMENSIONS SHOWN ON THIS DRAWING ARE ONLY INTENDED TO DEFINE THE LIMITS FOR
BACKFILL MATERIAL. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO "LAY BACK" THE TRENCH
WALLS TO WHATEVER FLATNESS OF SLOPE IS NECESSARY TO PROVIDE SAFE WORKING CONDITIONS.
3.SEE TRENCH DETAILS FOR BEDDING AND BACKFILL REQUIREMENTS.
4.FLEXIBLE PIPE COUPLINGS SHALL BE STRONGBACK COUPLINGS.
5.ALL SEWER SERVICES SHALL BE REPLACED TO THE PROPERTY LINE AND CONNECTED TO THE
EXISTING SEWER SERVICE.
6.ALL SEWER SERVICES SHALL HAVE CLEANOUTS REPLACED IN THE EXISTING LOCATIONS.
6" FACTORY TEE OR WYE
8" MIN. SDR35 PVC GRAVITY
SEWER MAIN (SIZE VARIES)
STRONGBACK
COUPLING
CONNECT LATERAL TO SOUND
PIPE, LENGTH MAY VARY
STRONGBACK
COUPLING
8" MIN. SDR35 PVC
GRAVITY SEWER MAIN
(SIZE VARIES)PLAN
PROFILE
6" MIN. SDR35 PVC SERVICE
6" MIN. SDR35 PVC SERVICE
CONNECT LATERAL TO SOUND
PIPE, LENGTH MAY VARY
6" FACTORY TEE OR WYE
1 FT. OF 3 4" CRUSHED
STONE OVER PIPE
2% SLOPE (MIN)
6% SLOPE (MAX)
6" MIN. 3 4" COMPACTED
CRUSHED STONE
GREEN SEWER MARKING
TAPE WITH METAL CORE
12"
SECTION
CRUSHED STONE BEDDING
UNDISTURBED EARTH
6" C900 PVC PIPE
TRENCH BACKFILL SEE
DETAIL SHEET CD-5
6" C900 PVC BEND
INVERT TO BE SUCH THAT
HOUSE CONNECTION WILL
HAVE A MIN 2% SLOPE
6" SDR35 PVC SERVICE PIPE
6" C900 PVC STUB
8"
SCALE:
PVC CHIMNEY DETAIL
N.T.S.
401 EPOXY LINED MJ
DUCTILE IRON TEE
6" C900 PVC TO SDR35
PVC TRANSITION
CIVIL DETAILS II
ZFK
DNRP
FJB
FJB
AS NOTED
CD-2THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\04 Civil Details.dwg Plot Date: Dec 20,2022-1:51pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
SCALE:
VERTICAL SEPARATION LESS THAN
18" BETWEEN WATER AND SEWER
N.T.S.SCALE:
GRAVITY SEWER MANHOLE FRAME AND COVER
N.T.S.
NOTES:
1.FRAME AND COVER SHALL BE HEAVY DUTY, 24 INCH
DIAMETER, MARBLEHEAD PATTERN AS MANUFACTURED BY ej
OR APPROVED EQUAL.
2.EACH COVER SHALL READ SEWER IN 3" LETTERING.
3.FRAME AND COVER SHALL BE SET IN FULL BED OF MORTAR.
4.FRAME HEIGHT TO BE DETERMINED BY CONTRACTOR.
5.EACH FRAME AND COVER SHALL HAVE A MINIMUM WEIGHT
OF 450 POUNDS.
24"
34"
26"
1 1/8"
TBD
SCALE:
VERTICAL SEPARATION GREATER
THAN 18" BETWEEN PIPES
N.T.S.
1
11
2
12" MIN AT CROSSINGS
NEW PVC
GRAVITY SEWER
EXIST OR NEW PIPE
18" MIN AT WATER/SEWER CROSSINGS,
12" MIN AT OTHER CROSSINGS
SEWER
GRAVITY SEWER
EXCAVATABLE FLOWABLE FILL AS
APPROVED BY THE UTILITY FOR
SEPARATION IN UNDISTURBED
EARTH OR COMPACTED 3/4-INCH
(NO. 67) STONE.
EXIST OR NEW PIPE
NEW PVC GRAVITY SEWER
EXCAVATABLE FLOWABLE FILL AS
APPROVED BY THE UTILITY FOR
SEPARATION IN UNDISTURBED EARTH
OR COMPACTED 3/4-INCH (NO. 67)
STONE.
LC
LC
18' (NO
JOINTS)
6" MIN
(TYP)SPRING LINE
LESS THAN 18"
WATER/SEWER
CROSSING
EXCAVATABLE FLOWABLE FILL FOR
SEWER/WATER SEPARATION IN
UNDISTURBED EARTH
EXIST OR NEW WATER PIPE
FLEXIBLE PIPE COUPLINGS FOR
CONNECTING DISSIMILAR PIPE
MATERIAL SHALL BE RESISTANT
TO SEWER GAS. (DOUBLE BAND
304 STAINLESS STEEL CLAMPS)
9' MIN DICL 9' MIN DICL
LCSEWERSEWER
1
11
2
NEW PVC GRAVITY SEWER
NOTES:
1.TYPICAL SANITARY MANHOLE TO BE 4 FEET IN DIAMETER.
2.5'-0" DIAMETER FOR ALL MANHOLE DEPTHS GREATER THAN 12 FEET OR WHEN ORDERED BY THE
ENGINEER.
3.INNER EDGE OF BRICK TABLE TO BE AT ELEVATION OF CROWN OF TOP OF PIPE.
4.DESIGN LOAD - HS20.
5.ALL INVERTS SHALL BE 4,000 PSI CEMENT CONCRETE IN VOID AREAS AND RED SEWER BRICK
CONSTRUCTION.
6.INVERTS SHALL NOT BE BUILT ABOVE GRADE. ALL INVERTS SHALL BE BUILT IN PLACE AFTER ALL PIPES
HAVE BEEN INSTALLED.
SCALE:
TYPICAL GRAVITY SEWER MANHOLE SECTION
N.T.S.
PRE CAST REINFORCED
CONCRETE MONOLITHIC
M.H. BASE SECTION & SLAB
STANDARD PRECAST
ECCENTRIC OR CONCENTRIC
CONE SECTION (AS REQUIRED)
COAT MANHOLE EXTERIOR
WITH TWO COATS OF
BITUMASTIC COATING OR
APPROVED EQUAL
8"26"8"
FLOW
CHANNEL
MANHOLE FRAME
AND COVER (SEE
DETAIL THIS SHEET)
RUBBER GRADE RING
AS REQUIRED
MANHOLE STEPS AT 12" OC
BRICK AND MORTAR
FLOW CHANNEL BENCHSLOPE 1/2" PER FOOT
CLASS "B" CONCRETE FILL
MINIMUM 4000 PSI
COMPACTED
CRUSHED STONE
FLEXIBLE RUBBER BOOT
(SEE DETAIL THIS SHEET)
12"
SST CLAMP
EXTERIOR JOINT
WRAP, TYP
PRECAST REINFORCED
CONCRETE MANHOLE
SECTIONS
(COMBINATION OF 1, 2,
3, OR 4' LENGTHS)
BUTYL RUBBER
GASKET,TYP
12" BEDDING ZONE
4'-0" DIA. MIN.
5'-0" DIA. WHERE
OVER 12' DEEP
UNDISTURBED EARTH
7" MIN.
PLAN
FLEXIBLE RUBBER BOOT
WITH SST STRAP, TYPPRECAST MANHOLE
MANHOLE STEPS
AT 12" OC
FLOW CHANNEL BENCH SLOPE UP
FROM CHANNEL 1/2" PER FOOT
BITUMINOUS
DAMP PROOFING
ALL MANHOLES SHALL
BE SIZED AS NOTED ON
THE PLANS
MANHOLE SCHEDULE
INTERIOR
DIAMETER
MANHOLE WALL THICKNESS
MIN. WALL
THICKNESS
4-FEET 5-INCHES
5-FEET 6-INCHES
SCALE:
TYPICAL GRAVITY SEWER MANHOLE PLAN
N.T.S.
FINISHED GRADE
8" MIN.
24"
SCALE:
PIPE TO MANHOLE CONNECTION
N.T.S.
PRECAST CONCRETE MANHOLE
FLEXIBLE "SEAL BOOT"
RESILIENT CONNECTOR IN
ACCORDANCE WITH ASTM
C923.
PIPE
TAKE UP CLAMPS. (ACID
RESISTANT-STAINLESS STEEL TYPE 302)
(1 CLAMP ON 12" PIPE AND SMALLER)
(2 CLAMPS ON 15" PIPE AND LARGER)
POWER SEAL INTERLOCKED
INSIDE OF GASKET. (ACID
RESISTANT-STAINLESS
STEEL TYPE 304)
NON-SHRINK HYDRAULIC
CEMENT GROUT
SCALE:
PIPE TO MANHOLE CONNECTION
N.T.S.
PRECAST CONCRETE MANHOLE
FLEXIBLE "SEAL BOOT"
RESILIENT CONNECTOR IN
ACCORDANCE WITH ASTM
C923.
PIPE
TAKE UP CLAMPS. (ACID
RESISTANT-STAINLESS STEEL TYPE 302)
(1 CLAMP ON 12" PIPE AND SMALLER)
(2 CLAMPS ON 15" PIPE AND LARGER)
POWER SEAL INTERLOCKED
INSIDE OF GASKET. (ACID
RESISTANT-STAINLESS
STEEL TYPE 304)
NON-SHRINK HYDRAULIC
CEMENT GROUT
SEWER MAIN
45° WYE BRANCH MANHOLE WALL
45° BEND
95% SUBGRADE COMPACTED
GRAVEL INSTALLED IN 6" LIFTS
SECURE TO STRUCTURE WALL WITH
ANCHOR STRAPS (MIN. OF 2 STRAPS)
STAINLESS STEEL ANCHOR STRAPS 24"
ON CENTER
PIPE TO MANHOLE CONNECTION
(SEE DETAIL THIS SHEET) (TYP.)
SEWER MAIN
INLET TO MATCH INVERT
SEWER BRICK INVERT
BED MORTAR
UNDISTURBED SOIL
CONCRETE THRUST BLOCK
90° BEND
POLYWRAP PIPE
WITHIN LIMITS OF
MORTAR
DROP PIPE
DIAMETER SAME AS
MAIN LINE (8" MIN.)
SCALE:
DROP SEWER MANHOLE DETAIL
N.T.S.
NOTES:
1.DROP CONNECTION REQUIRED WHERE INLET PIPE IS 2 VERTICAL FEET ABOVE
THE MANHOLE CHANNEL.
MASONRY WEIR BUILT TO PIPE
SPRINGLINE (H=D/2)
18" (MIN.) TO CENTER OF PIPE
CIVIL DETAILS III
ZFK
DNRP
FJB
FJB
AS NOTED
CD-3THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\04 Civil Details.dwg Plot Date: Dec 20,2022-1:52pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
MIN. 1 FT
SCALE:
CONNECTION OF EXISTING PIPE TO NEW MANHOLE
N.T.S.SCALE:
CONNECTION OF NEW PIPE TO EXISTING MANHOLE
N.T.S.
NEW MANHOLE
NEW PIPE
BRICK CHANNEL
STRONGBACK PIPE
COUPLING OR
EQUAL, TYP.
EXIST.
PIPE
NEW SDR 35, ASTM
D3034 PVC PIPING
SIZE TO MATCH
EXISTING, TYP.
MANHOLE BEDDING PER TYPICAL
GRAVITY SEWER MANHOLE DETAIL
EXISTING MANHOLE
BEDDING
EXISTING PRECAST
CONCRETE MANHOLE
NEW PIPE
CONTRACTOR TO REBUILD
INVERT OF EXISTING
MANHOLE
EXIST.
PIPE
FLEXIBLE RUBBER
BOOT (SEE DETAIL
SHEET CD-2)(TYP.)
NOTES:
1.FLEXIBLE PIPE COUPLINGS FOR CONNECTING DISSIMILAR PIPE MATERIALS
SHALL BE RESISTANT TO SEWER GAS.
FLEXIBLE RUBBER
BOOT (SEE DETAIL
SHEET CD-2)(TYP.)5'-0" MIN COVERD.I.
WATER
MAIN
1"-0" MIN
SCALE:
TYPICAL WATER SERVICE CONNECTION
N.T.S.
NOTES:
1.ALL WATER SERVICES SHALL BE REPLACED TO THE PROPERTY LINE AND CONNECTED
TO THE EXISTING WATER SERVICE WITH A SLEEVE TYPE COUPLING.
2.PROVIDE SADDLE CONNECTION FOR ALL 1.5" OR LARGER SERVICES. SADDLE SHALL
HAVE STAINLESS STEEL BANDS.
3" WIDE PRINTED
UNDERGROUND
WARNING TAPE
WITH METAL
CORE. APPROX. 1'
BELOW BOTTOM
OF PAVEMENT
ERIE TYPE BOX WITH 24"
ROD CENTERED OVER
CURB STOP TELESCOPING
WITH PAVEMENT TOP
PE SERVICE TUBING
BASE OF CURB BOX
SET ON RED BRICK
LEAD FREE CURB SHUT-OFF
PE SERVICE TUBING
TEE HEAD
CORPORATION STOP
DIRECT TAP
(SEE NOTE 2)
CURB STONE
STREET SURFACE
STREET BASE
SIDEWALK
WRAP TUBING WITH
#12 TRACER WIRE
SEE NOTE 1
SCALE:
TYPICAL WATER MAIN/SERVICE TRENCH
N.T.S.
TOPSOIL
3" WIDE PRINTED
UNDERGROUND WARNING
TAPE WITH METAL CORE.
APPROX. 1' BELOW
BOTTOM OF PAVEMENT
4" MIN.
TRENCH WIDTH
SEE NOTES
12" MIN.RESURFACING AS REQUIRED
SECTION UNDER PAVEMENT
GRAVEL SUB-BASE
NOTES:
1.TRENCH WIDTH PAY LIMIT FOR WATER MAIN/SERVICE INSTALLATION AND
TEMPORARY PAVEMENT=4.0-FT
2.FOR LOCATIONS WHERE LEDGE IS NOT ENCOUNTERED IN TRENCH, PIPE CAN LAY ON
UNDISTURBED EARTH, OR ON SAND BEDDING CONSISTENT WITH AWWA GUIDELINES.
3.FOR LOCATIONS WHERE LEDGE IS ENCOUNTERED, SAND BEDDING SHALL BE
MINIMUM OF 12" THICK UNDER PIPE.
BEDDING, SEE
NOTES BELOW
NOTE: 5'-0" MIN. COVER
UNDISTURBED
EARTH (TYP.)
12" MIN.
COMPACTED BACKFILL
(EXCAVATED MATERIAL OR
GRAVEL AS SPECIFIED BY
ENGINEER)
PIPE BEDDING (TYPE C
GRAVEL BORROW OR
CRUSHED STONE WHERE
DEWATERING IS
REQUIRED)
NEW WATER
MAIN/SERVICE
CROSS COUNTRY SECTION
(WHERE NO GRASS OCCURS, OMIT TOPSOIL
AND PLACE MIN. 6" OF SELECT GRAVEL)
TOPSOIL4" MIN.
TRENCH WIDTH
SEE TABLE
4" MIN.6" MIN.RESURFACING AS REQUIRED
SECTION UNDER PAVEMENT
SCALE:
TYPICAL DRAIN TRENCH
N.T.S.
PIPE
DIAMETER
GRAVEL SUB-BASE
UNDISTURBED
EARTH (TYP.)
HALF OF
TRENCH WIDTH
GEOTEXTILE FABRIC
SECTION A-AFLOWAFLOWPLAN
A
6'
5'
4'
MH DIA.
TABLE 1
SIDE WALL MIN.
THICKNESS
BOTTOM WALL
MIN. THICKNESS
6"
6"
5"
8"
8"
6"
SET CASTING IN GROUT AND GROUT
ALL AROUND TO 4" ABOVE FLANGE
(UNLESS NOTED OTHERWISE)
26" STANDARD MANHOLE FRAME &
COVER (UNLESS NOTED OTHERWISE)
TO BE MARKED "DRAIN"
SET RIM AT FINISHED GRADE
FINISH GRADE
STANDARD PRECAST CONCENTRIC
CONE SECTION, ECCENTRIC CONE
SECTION, OR FLAT TOP (AS REQUIRED)
SEAL ALL INTERIOR AND
EXTERIOR JOINTS WITH
HYDRAULIC CEMENT
USE NON SHRINK GROUT FOR RCP
AND HDPE CONNECTIONS. CAST
OPENING IN STRUCTURE. (TYP.)
UNDISTURBED MATERIAL
FOR BOTTOM SLAB
THICKNESS SEE TABLE 1
BRICK MASONRY
TABLE AND INVERT
STANDARD PRECAST
BASE IN 3' LENGTHS (MIN)
BUTYL RUBBER
JOINT (TYP.)
SEAL ALL HOLES WITH
HYDRAULIC CEMENT
3,000 PSI CEMENT CONCRETE
GRAVITY DRAIN (SIZES VARY)
PLACE JOINT OR COUPLING
WITHIN 3' OF WALL ON ALL PIPES
26" STANDARD MANHOLE
FRAME & COVER (UNLESS
OTHERWISE NOTED)
24" Ø
8"
MIN.
MANHOLE
DIAMETER
SEE TABLE 1
18" MAX
PLAN
SECTION A-A
GAS & OIL
TRAP HOOD
A
4'-0"FLOW
A
GRANITE CURB SHALL BE CUT AS
REQUIRED TO SET CATCH BASIN
26" SLAB OPENING WITH STANDARD
GRATE (OR CASCADE AS SPECIFIED)
HOOD OR INSERT
OUTLET PIPE
STANDARD GRATE (OR
CASCADE GRATE AS SPECIFIED)
GRANITE CURB SHALL BE CUT AS
REQUIRED TO SET CATCH BASIN
TOP OF CURB
FINISHED ROAD GRADE
SET CASTING IN GROUT AND GROUT
ALL AROUND TO 4" ABOVE FLANGE
(UNLESS OTHERWISE NOTED)
STANDARD PRECAST BARREL
SECTION COMBINATIONS OF
1', 2' 3' OR 4' LENGTHS AS NEEDED
TO BRING CATCH BASIN RIM TO
REQUIRED ELEVATION
BUTYL RUBBER JOINT
(TYP.)
USE NON SHRINK GROUT FOR RCP
AND HDPE CONNECTIONS. CAST
OPENING IN STRUCTURE (TYP)
MINIMUM ONE-FOOT DIAMETER
HOLE IN CENTER OF BASE
STANDARD PRECAST
BASE IN 3' LENGTHS (MIN)
SEAL ALL HOLES WITH
HYDRAULIC CEMENT
12" (MIN) OF 3/4" CRUSHED
STONE BEDDING UNLESS
OTHERWISE NOTED
UNDISTURBED EARTH
24" Ø
4'-0"
5" MINIMUM WALL THICKNESS6" MINIMUM
THICKNESS
4' MINIMUM SUMP
DEPTH UNLESS
OTHERWISE NOTED
8" MINIMUM
THICKNESS (H20
LOADING)
SCALE:
TYPICAL CATCH BASIN
N.T.S.SCALE:
TYPICAL DRAIN MANHOLE
N.T.S.
12" (MIN.) OF 3/4" CRUSHED STONE
12" MIN.
COMPACTED BACKFILL
(EXCAVATED MATERIAL OR
GRAVEL AS SPECIFIED BY
ENGINEER)
CRUSHED STONE BACKFILL
FOR GRAVITY SEWER MAIN.
THOROUGHLY COMPACT.
SCALE:
TYPICAL LEACHING CATCH BASIN
N.T.S.
NOTES:
1. LEACHING CATCH BASINS SHALL HAVE NO BOTTOM.
2.CONCRETE MINIMUM STRENGTH: 4,000 PSI @ 28 DAYS
3.STEEL REINFORCEMENT: ASTM A-615 GRADE 60, 1" MIN. COVER.
4.DESIGN LOADING AASHTO HS20-44.
5.DETAILS SHOWN ARE GENERAL. REFER TO DRAWINGS FOR DETAILED DESIGN.
3/4" WASHED
CRUSHED STONE
(2.0' ALL SIDES)
2.0' (TYP.)
US 120NW FILTER
FABRIC AROUND ALL
3/4" CRUSHED STONE
6.0'
24"
8" X 16" CONCRETE SUPPORT
BLOCKS ALL AROUND
12"
6.0'
USE NON SHRINK GROUT FOR RCP
AND HDPE CONNECTIONS. CAST
OPENING IN STRUCTURE (TYP)
BUTYL RUBBER
JOINT (TYP.)
LEACHING CATCH BASIN
INTERCONNECTION 12" DI,
L=VARIES, S=0.00
STANDARD GRATE (OR
CASCADE GRATE AS SPECIFIED)
GRANITE CURB SHALL BE CUT AS
REQUIRED TO SET CATCH BASIN
TOP OF CURB
FINISHED ROAD GRADE
SET CASTING IN GROUT AND GROUT
ALL AROUND TO 4" ABOVE FLANGE
(UNLESS OTHERWISE NOTED)
DRAINAGE
OPENING (TYP.)
5" MIN.
COAT CATCH BASIN EXTERIOR
WITH TWO COATS OF BITUMASTIC
COATING OR APPROVED EQUAL
MANHOLE STEPS
AT 12" OC
MANHOLE STEPS
AT 12" OC7'
12 - 20'
5'UP TO 24"
0 - 12'
TRENCH DEPTH
TRENCH WIDTH PAYMENT SCHEDULE
D+5'D+3'> 24"
> 20'
10'
D+8'NOTES:
1.TRENCH PAYMENT WIDTH FOR MULTIPLE PIPES IN THE SAME TRENCH
WILL BE INCREASED BY LARGER PIPE DIAMETER PLUS A MAXIMUM OF
1'-0" HORIZONTAL SEPARATION AS MEASURED BETWEEN EACH PIPE.
2.D = PIPE DIAMETER (IN FEET). FOR EXAMPLE, IF PIPE IS 30"Ø AND LESS
THAN 12' DEEP, THEN TRENCH WIDTH IS 2.5'+3'=5.5'
PIPE
DIAMETER
CROSS COUNTRY SECTION
(WHERE NO GRASS OCCURS, OMIT TOPSOIL
AND PLACE MIN. 6" OF SELECT GRAVEL)
RUBBER GRADE RING
AS REQUIRED
RUBBER GRADE RING
AS REQUIRED
RUBBER GRADE RING
AS REQUIRED
CIVIL DETAILS IV
ZFK
DNRP
FJB
FJB
AS NOTED
CD-4THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\04 Civil Details.dwg Plot Date: Dec 20,2022-1:53pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
NOTES:
1. FRAME AND GRATE SHALL BE EJ, OR APPROVED EQUAL.
2. FRAME AND GRATE SHALL BE SET IN FULL BED OF MORTAR ON A
MINIMUM OF TWO COURSES OF BRICK.
3. FRAME HEIGHT TO BE DETERMINED BY CONTRACTOR.
24"2"
22"
30" X 33 1/2"
SCALE:
CATCH BASIN FRAME AND GRATE
N.T.S.
NOTES:
1. FRAME AND COVER SHALL BE EJ, OR APPROVED EQUAL.
2. EACH COVER SHALL READ DRAIN IN 3" LETTERING.
3. FRAME AND COVER SHALL BE SET IN FULL BED OF MORTAR.
4. FRAME HEIGHT TO BE DETERMINED BY CONTRACTOR.
5. EACH FRAME AND COVER SHALL HAVE A MINIMUM WEIGHT OF 480 POUNDS
24"
34"
26"
1 1/8"
TBD
SCALE:
DRAIN MANHOLE FRAME AND COVER
N.T.S.
PLACE, COMPACT, AND
GRADE SUB-BASE AS
REQUIRED OR AS DIRECTED
NOTES:
1.ALL SAW CUT EDGES SHALL BE CLEAN EDGES.
TACK COAT ALL EDGES AND
EXISTING PAVEMENT WITH
ASPHALT EMULSION (TYP.)
UNDISTURBED
EXISTING PAVEMENT
TRENCH FILL AND SUB-BASE
PLACED DURING TEMPORARY
(DAILY) PAVEMENT RESTORATION
UNDISTURBED EARTH
SEE PIPE TRENCH DETAIL, BACK
FILL TO BE COMPACTED IN 8" LIFTS
MAX TO 95% MAX DRY DENSITY
UNDISTURBED
EXISTING PAVEMENT
UNDISTURBED EARTH
SCALE:
TEMPORARY TRENCH RESTORATION PAVEMENT
N.T.S.
TEMPORARY (WEEKLY) TRENCH PAVEMENT RESTORATION
TEMPORARY (DAILY) TRENCH RESTORATION
COMPACT TRENCH BACKFILL, INSTALL
17.5" PROCESSED GRAVEL TO GRADE
REMOVE TEMPORARY GRAVEL,
RESHAPE AND COMPACT GRAVEL
SUB-BASE, INSTALL 3" BINDER COURSE.
TRENCH CENTER LINE
SAW CUT ALL EDGES (TYP.)
TRENCH WIDTH
TRENCH WIDTH
SCALE:
PERMANENT TRENCH RESTORATION PAVEMENT
N.T.S.
TRENCH FILL AND SUB-BASE
PLACED DURING TEMPORARY
(DAILY) PAVEMENT RESTORATION
UNDISTURBED EARTH
SAW CUT AND TACK COAT ALL
EDGES AND EXISTING PAVEMENT
WITH ASPHALT EMULSION (TYP.)
UNDISTURBED
EXISTING PAVEMENT
REMOVE, REPLACE, COMPACT,
AND GRADE SUB-BASE AS
REQUIRED OR AS DIRECTED
REMOVE TEMPORARY SURFACE COURSE
AND GRAVEL AS REQUIRED. RESHAPE
AND COMPACT GRAVEL SUB-BASE,
INSTALL 2" BASE COURSE, 2" BINDER
COURSE, AND 1.5" TOP WEARING COURSE
TRENCH CENTER LINE
12" MIN.
12" MIN.
TRENCH WIDTH
PERMANENT TRENCH PAVEMENT RESTORATION
SCALE:
MILL AND OVERLAY DETAIL
N.T.S.
1.5" HOT MIX ASPHALT SURFACE COURSE
(FLUSH WITH EXISTING PAVEMENT) OVER ASPHALT
EMULSION TACK COAT OVER 1.5" OF PAVEMENT
MILLING WITH A RATE OF 0.06 TO 0.09 GAL/SY.
LIMITS SHALL BE TO THE CURB ON EACH SIDE OF
THE HMA PERMANENT TRENCH PAVEMENT OR TO
THE EDGE OF EXISTING ROADWAY.
VERTICAL CURB
EDGE OF ROADWAY
12" MIN.12" MIN.
PERMANENT TRENCH RESTORATION
PAVEMENT (PREVIOUSLY PLACED)
PIPE TRENCH LIMITS AND FILL
AS SPECIFIED AND NOTED
NOTES:
1.RESTORE AND MATCH CROSS SLOPE.
2.ALL HMA JOINTS SHALL BE SEALED WITH JOINT SEALANT.
NOTES:
1.SEED MIX SHALL BE NEW ENGLAND CONSERVATION SEED MIX, FREE OF FERTILIZERS.
2.LOAM SHALL BE NATIVE TO LOCAL AREA AND OF LOW NITROGEN CONTENT.
3.INSTALL CURLEX CL EROSION CONTROL BLANKET AS MANUFACTURED BY AMERICAN
EXCELSIOR COMPANY (OR APPROVED EQUAL) ON ALL LOAM AND SEEDED SLOPES 3:1 OR
STEEPER.
FINISH GRADE
FINISH SUB-GRADE
COMPACTED SUB-GRADE
SCALE:
LOAM AND SEED (DISTURBED AREAS)
N.T.S.
12" COMPACTED PROCESSED GRAVEL
(MASSDOT M1.03.1)
COMPACTED SUBBASE
MATERIAL, AS APPROVED
BY ENGINEER
SCALE:
GRAVEL DRIVEWAY
N.T.S.
4"8"NOTES:
1.MATCH EXISTING SLOPE (MIN 3/16"/FT)
2.SEE VERTICAL CURB DETAIL FOR METHODS OF SETTING CURBS.
3.MATCH EXISTING SIDEWALK WIDTH. THE ENTIRE WIDTH OF ANY
DISTURBED SIDEWALK SHALL BE RESTORED.
SCALE:
BITUMINOUS CONCRETE SIDEWALK SECTION
N.T.S.
FINISH
GRADE
3" BITUMINOUS
CONCRETE INSTALLED IN
TWO (2) 1.5" LIFTS
BITUMINOUS CONCRETE
SURFACE COURSE
GRAVEL BORROW
(TYPE B)
PREPARED
SUBGRADE
3.0"
3.0"
CIVIL DETAILS V
ZFK
DNRP
FJB
FJB
AS NOTED
CD-5THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\04 Civil Details.dwg Plot Date: Dec 20,2022-1:53pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
NOTES:
1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2.0%.
2.MAINTAIN A MINUMUM OF 30" CLEAR AT ANY PERMANENT OBSTACLE IN ACCESS ROUTE
(I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). REPORT ALL CONFLICTS TO
THE ENGINEER IMMEDIATELY.
3.EXISTING CURBING THAT IS 8-INCHES IN DEPTH SHALL HAVE CEMENT CONCRETE ONLY ON
THE BACK SIDE OF CURB. EXISTING CURBING THAT IS 12-INCHES IN DEPTH SHALL HAVE
CEMENT CONCRETE ON BOTH THE FRONT AND BACK SIDES OF CURB, AS SHOWN ABOVE.
HEIGHT OF THE CEMENT CONCRETE SHALL BE ADJUSTED AS NECESSARY IN THE FIELD.
TRENCH
OPENNING
NOTES:
1.USE OF STEEL PLATES ALLOWED ON A CASE BY CASE BASIS, PENDING WRITTEN APPROVAL
BY TOWN.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES OR CLAIMS RESULTING FROM THE
USE OF STEEL PLATES.
3.MUTCD COMPLIANT RETROREFLECTIVE ORANGE CONSTRUCTION WARNING SIGNS (48"X48")
WITH WORDING
"STEEL PLATE AHEAD" SHALL BE INSTALLED IN ADVANCE OF STEEL PLATE INSTALLATION.
4.THE CONTRACTOR SHALL DESIGN AND UTILIZE STEEL PLATES OF ADEQUATE DIMENSIONS
AND THICKNESS FOR INTENDED USE AND VEHICLE LOADING. MAXIMUM ALLOWABLE
DEFLECTION SHALL BE 0.025". IRON SPIKE FASTENERS SHALL BE INSTALLED AROUND THE
PERIMETER OF THE STEEL PLATE.
SCALE:
STEEL PLATE INSTALLATION
N.T.S.
STEEL
PLATE
ASPHALT FILLET
EXISTING PAVEMENT
IRON SPIKE
18" MIN.6" MIN.
SCALE:
SIDEWALK AND VERTICAL GRANITE CURB
N.T.S.
SIDEWALK WIDTH VARIES
NEW (SPLIT FACED, EASED EDGE)
OR RESET GRANITE CURB
6" X 6" HIGH EARLY STRENGTH
CEMENT CONCRETE
6" MIN. DENSE GRADED
STONE (M2.01.7)
6" X 6" HIGH EARLY STRENGTH
CEMENT CONCRETE
8" GRAVEL BORROW
(TYPE B)
COMPACTED SUBBASE
CURB REVEAL VARIES
(SEE TABLE ABOVE)
1.5" SURFACE COURSE
4" BINDER COURSE
VARIES
4"
PROCESSED
GRAVEL SUBBASE
FINISHED GRADE
VARIES (SEE PLAN)
COMPACTED SUBBASE
5'-6" (MIN.)
DRIVEWAY APRON CONSTRUCTION
SURFACE:
SUBBASE:
4" HOT MIX ASPHALT (2" TOP COURSE MATERIAL OVER
2" BINDER COURSE MATERIAL)
8" GRAVEL BORROW (TYPE "B")
WC = WHEELCHAIR (PATHWAY)
R.O.W. = RIGHT OF WAY
SIDEWALK
CROSSING
(VARIES)
2'-0"
4%*GUTTER LINEROADWAY
DRIVEWAY
2.0%
FOR GRADE BREAKS OVER
5% USE 10' VERTICAL
CURVE
VARIES TO MEET EXISTING
FOR TREATMENT OUTSIDE
R.O.W. COORDINATE WITH
ENGINEER & OBTAIN RIGHTS
OF ENTRY
R.O.W.MEET EXISTING:
SAWCUT, TACK &
BACKSAND
3'-0"
(MIN.)
WC
2'-6"
(TYP.)
FOR DRIVEWAY
APRON
CONSTRUCTION, SEE
TABLE BELOW
* - DRIVEWAY APRON SLOPE TOWARDS ROADWAY MAY VARY TO MEET FIELD CONDITIONS
DRIVEWAY APRONS SHALL BE CONSTRUCTED OF HOT MIX ASPHALT UNLESS PRIOR
WRITTEN APPROVAL IS GRANTED BY DPW.
SCALE:
DRIVEWAY APRON DETAIL
N.T.S.
CURB REVEAL
DESCRIPTION REVEAL (IN)
NEW VERTICAL GRANITE CURB 6
REMOVE AND RESET VERTICAL GRANITE CURB 6
ISOLATED AREA/SERVICE TRENCH MATCH EXISTING/
ADJACENT REVEAL
3" BITUMINOUS
CONCRETE INSTALLED IN
TWO (2) 1.5" LIFTS
BLOWN/PLACED FILTER MEDIA
(MULCH, COMPOST, OR OTHER)
2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.
12" DIAMETER FILTER SOCK
2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.
12" DIAMETER FILTER SOCK
AREA TO BE
PROTECTED
SCALE:
12" DIAMETER FILTER SOCK (AS REQURIED)
N.T.S.
WATER FLOW
WORK AREA
WORK AREA
AREA TO BE
PROTECTED
NOTES:
1.DEWATERING BAG SIZE AND QUANTITY SHALL BE AS NEEDED TO ADEQUATELY FILTER ALL
PUMP EFFLUENT FROM DEWATERING ACTIVITIES. CONTRACTOR SHALL PROVIDE A
REDUNDANT BAG ON SITE AT ALL TIMES.
2.EACH BAG SHALL HANDLE A 2", 3", OR 4" DISCHARGE HOSE.
3.DISCHARGE HOSES CAN BE PLACED ALONG ANY EDGE BY MAKING A SMALL INCISION INTO
THE FABRIC, INSERTING THE HOSE, AND THEN CLAMPING THE FABRIC TO THE HOSE VIA WIRE,
TIES, CLAMP, ROPE OR SIMILAR TO CREATE A GOOD SEAL.
4.CONTRACTOR SHALL AVOID DISCHARGING MULTIPLE PIPES INTO ONE BAG.
TOP VIEW
PROFILE VIEW
WATER DISCHARGE
WATER DISCHARGE
DISCHARGE
CONNECTION SEAL
DISCHARGE
CONNECTION SEAL
DISCHARGE PIPE
DISCHARGE PIPE
PUMP
PUMP
12" DIAMETER
FILTER SOCK
12" DIAMETER
FILTER SOCK
NON-WOVEN GEOTEXTILE
FABRIC
12" DIAMETER
FILTER SOCK
NON-WOVEN GEOTEXTILE
FABRIC
DEWATERING BAG
DEWATERING BAG
SCALE:
DEWATERING BAGS
N.T.S.
NOTES:
1.SILT SACKS SHALL BE INSPECTED WEEKLY AND AFTER A STORM. ACCUMULATED
SILT REMOVED TO ALLOW CATCH BASIN TO FUNCTION PROPERLY.
2. SILT SACK HIGH FLOW MODEL AS MANUFACTURED BY ACF ENVIRONMENTAL
(800-448-3636) OR APPROVED EQUAL.
EXISTING PAVEMENT
PLACE SILT SACK UNDER
EXISTING CATCH BASIN GRATEFRAME AND GRATE
SCALE:
SEDIMENTATION CONTROL AT CATCH BASINS
N.T.S.
CATCHBASIN OR OTHER
STORM DRAINAGE INLET
BURLAP BAG FILLED WITH
CHLORINE REDUCING AGENT
(SODIUM THIOSULFITE OR
METABISULFATE)
FROM CHLORINATED PIPE
CHLORINATED WATER DISCHARGE
HAYBALES
SCALE:
DECHLORINATION AND DISCHARGE
N.T.S.
12" MIN.
GRADE TO DRAIN SURFACE
WATER AWAY FROM WALL
(TOP AND BOTTOM OF WALL)
28" TOP BLOCK (TYP.)
FINISHED GRADE
SETBACK = 1 5 8"
5° WALL BATTER ANGLE
TOPSOIL
NON-WOVEN GEOTEXTILE
FABRIC OVER STONE
MOVE BLOCKS FORWARD
DURING INSTALLATION TO
ENGAGE SHEAR KNOBS (TYP.)
9" AASHTO NO.57 CRUSHED STONE
LEVELING PAD (SEE DETAIL SHEET CD-6)
41" BOTTOM BLOCK (TYP.)
PERFORATED 4" PVC DRAIN PIPE
GRAVITY FLOW TO OUTLET AROUND
ENDS OF WALL AND EVERY 50'
ON-CENTER OR AS SPECIFIED
41" MIDDLE BLOCK (TYP.)
DRAINAGE AGGREGATE
(AASHTO NO.57 OR EQUIVALENT)
12" BEHIND BLOCKS (TYP.)
RETAINED SOIL COMPACTED
PER PROJECT SPECIFICATIONS
NON-WOVEN GEOTEXTILE
BETWEEN STONE AND
RETAINED SOIL
EXPOSED WALL
(VARIES)
BLOCK BURY DEPTH (6")
FINISHED GRADE
TOPSOIL
PAVED SURFACE
SCALE:
TYPICAL WALL SECTION
N.T.S.
TIMBER GUARDRAIL
2.0'
MIN.
CIVIL DETAILS VI
ZFK
DNRP
FJB
FJB
AS NOTED
CD-6THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\04 Civil Details.dwg Plot Date: Dec 20,2022-1:54pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
9"
SCALE:
CRUSHED STONE LEVELING PAD
N.T.S.
DRAINAGE AGGREGATE
(AASHTO NO.57 OR EQUIVALENT)
12" BEHIND BLOCKS (TYP.)
NON-WOVEN GEOTEXTILE
BETWEEN STONE AND
RETAINED SOIL
PERFORATED 4" PVC DRAIN PIPE
GRAVITY FLOW TO OUTLET AROUND
ENDS OF WALL AND EVERY 50'
ON-CENTER OR AS SPECIFIED
9" AASHTO NO.57 CRUSHED
STONE LEVELING PAD
12" MIN. IN
FRONT OF
BLOCK
12" MIN. IN
BACK OF
BLOCK
CONVERT TO SOLID PIPE BEFORE
OUTLETTING UNDER WALL (TYP.)
SCALE:
DRAINAGE WEEP HOLES
N.T.S.
NOTCH ± 2.5" X 5" HOLE IN SIDE
OF A REDI-ROCK BLOCK
PLACE SOLID PVC DRAIN PIPE
THROUGH NOTCHED HOLE
AND GROUT PIPE IN PLACE
CONNECT TO PERFORATED
WALL DRAIN (TYP.)
22 5 8"
40"
13"
46 18"
28"
35 18"
36 5 8"
18"
18"
46 18"
4012"
SCALE:
INDIVIDUAL BLOCK DETAILS
N.T.S.
REDI-ROCK 28" TOP BLOCK
REDI-ROCK 41" BOTTOM/MIDDLE BLOCK
SHEAR KNOBS @
23" O.C. (TYP.)
18"
2
3
4
FIRST
FLOOR
101
GENERATOR
ROOM
102
UTILITY
ROOM
104
ODOR
CONTROL
ROOM
105
1
3
4
A B C
102
104
105
101A
2
D
DN
101B
SCALE:
OVERALL PLAN - BELOW GRADE
1/4"=1'SCALE:
OVERALL PLAN - FLOOR AT GRADE
1/4"=1'
A A
PUMP (TYP. OF 3)
DUAL CARBON DRUM
ODOR CONTROL SYSTEMN
THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\05 Mechanical Sheets.dwg Plot Date: Dec 20,2022-2:22pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
BELOW GRADE AND FLOOR AT GRADE
PUMP STATION LAYOUT
ZFK
DNRP
FJB
FJB
AS NOTED
M-1
OPEN TO BELOW
ACCESS HATCH
SLUICE GATE FOR WET
WELL SECTION ISOLATION
B B
C C
10" X 4" DI REDUCER (TYP. OF 3)
10" FLEXIBLE RUBBER
COUPLING (TYP. OF 3)
12" DI BLIND FLANGE
10" DI 90° BEND
(TYP. OF 4)
12" X 10" DI REDUCING
TEE (TYP. OF 3)
12" DI 90° BEND
12" PLUG VALVE
(TYP. OF 4)
12" X 12" DI TEE
(TYP. OF 2)
12" MAGNETIC
FLOW METER
12" DI SEWER FORCE MAIN
12" DI 90° BEND
10" DI 90° BEND
10" DI 90° BEND
PUMP (TYP. OF 3)
10" X 4" DI REDUCER
(TYP. OF 3)
12" DI DISCHARGE
12" DI SUCTION
5 PIPE
DIAM.
3 PIPE
DIAM.
2.0'
18" DI INFLUENT
18" FLEXIBLE
SLEEVE COUPLING
2.0'
18" DI INFLUENT
18" FLEXIBLE
SLEEVE COUPLING
18" MJ X FL WALL PIPE
18" MJ X FL WALL PIPE
14" FLEXIBLE
SLEEVE COUPLING
12" FL X FL WALL PIPE
2.0'
10" FL X FL WALL PIPE
(TYP. OF 4)
12" DI DRAIN
12" DI 90° BEND
12" DI 90° BEND
12" FL X FL WALL PIPE
CONCRETE PUMP
PEDESTAL (TYP. OF 3)
CONCRETE PUMP
PEDESTAL (TYP. OF 3)
SLUICE GATE FOR WET
WELL SECTION ISOLATION
BOX FOR SLUICE
GATE ACCESS
BOX FOR SLUICE
GATE ACCESS
SLUICE GATE FOR WET
WELL SECTION ISOLATION
ACCESS HATCH
14" MJ X FL WALL PIPE
14" X 12" DI REDUCER
14" X 14" DI TEE
14" PLUG VALVE
14" PLUG VALVE
14" X 8" DI REDUCING TEE
14" DI PUMP STATION
BYPASS CONNECTION
14" DI SEWER FORCE MAIN
8" DI SEWER FORCE MAIN
8" MJ X FL WALL PIPE
8" FLEXIBLE
SLEEVE COUPLING
2.0'
8" PLUG VALVE
ACCESS HATCH
MAIN CONTROL PANEL
CHANNEL GRINDER
CONTROL PANEL
12" DI DRAIN
BOX FOR SLUICE
GATE ACCESS
AIR RELEASE/VACUUM
RELIEF VALVE
INFLUENT CHANNEL
GRINDER (TYP.)
INFLUENT CHANNEL
GRINDER (TYP.)N
A B C D
FLOOR 1
0' - 0"
ROOF
18' - 2"
DRY PIT
-24' - 8"
EAVE
10' - 6"
BC
VALVE VAULT
-9' - 0"
THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\05 Mechanical Sheets.dwg Plot Date: Dec 20,2022-2:23pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
SECTION VEW
PUMP STATION LAYOUT
ZFK
DNRP
FJB
FJB
AS NOTED
M-2
10.0'
18" DI INFLUENT
PUMP (TYP. OF 3)
EL. 19.5'
EL. 5.1' (INVERT IN)
EL. -4.65' (BOTTOM OF WETWELL)
ACCESS HATCH
EL. -3.65' (SUCTION INTAKE ELEVATION)
EL. 4.6' (HIGH-HIGH LEVEL ALARM)
EL. 4.1' (HIGH LEVEL ALARM/EMERGENCY PUMP START)
EL. 3.6' (LAG PUMP START)
EL. 2.6' (LEAD PUMP START)
EL. 1.6' (LAG PUMP STOP)
EL. 0.35' (LEAD PUMP STOP)
EL. -0.15' (LOW LEVEL ALARM)
SCALE:1/4"=1'
ASECTION
SCALE:1/4"=1'
BSECTION
12" DI 90° BEND
12" PLUG VALVE
(TYP. OF 4)
12" X 12" DI TEE
(TYP. OF 2)
12" MAGNETIC
FLOW METER
12" DI 90° BEND
12" DI 90° BEND
12" DI 90° BEND
12" DI 90° BEND
12" DI FLOW
METER BYPASS
10" CHECK VALVE (TYP. OF 3)
10" PLUG VALVE (TYP. OF 4)
10" PLUG VALVE WITH CHAIN
OPERATOR (TYP. OF 3)
10" X 4" DI REDUCER
(TYP. OF 3)
10" FLEXIBLE RUBBER
COUPLING (TYP. OF 3)
10" DI 90° BEND
(TYP. OF 4)
10" FLEXIBLE RUBBER
COUPLING (TYP. OF 3)
5 PIPE
DIAM.
3 PIPE
DIAM.
12" DI DISCHARGE12" DI DISCHARGE
18" FLEXIBLE SLEEVE COUPLING
2.0'
18" MJ X FL WALL PIPE
10" FL X FL WALL PIPE
(TYP. OF 4)
12" FL X FL WALL PIPE
12" DI 90° BEND
12" DI DRAIN
10" DI SUCTION
12" DI DRAIN
CONCRETE PUMP
PEDESTAL (TYP. OF 3)
SLUICE GATE FOR WET
WELL SECTION ISOLATION
(TYP. OF 2)
18.6'
AIR RELEASE/VACUUM
RELIEF VALVE
AIR RELEASE/VACUUM
RELIEF VALVE
INFLUENT CHANNEL
GRINDER (TYP.)
FLOOR 1
0' - 0"
ROOF
18' - 2"
DRY PIT
-24' - 8"
EAVE
10' - 6"
1342
VALVE VAULT
-9' - 0"
THIS LINE IS ONE INCH
LONG WHEN PLOTTED AT
FULL SCALE ON A 22" X
34" DRAWING
Sheet No.Drawing file: I:\Barnstable.271\271-2104 720 Main Street PS Replacement\02 Design\02 Drawings\05 Mechanical Sheets.dwg Plot Date: Dec 20,2022-2:24pmDATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
FOR PERMITTING
271-2104
DECEMBER 2022
TOWN OF BARNSTABLE, MA
720 MAIN STREET PUMP STATION REPLACEMENT
SECTION VEW
PUMP STATION LAYOUT
ZFK
DNRP
FJB
FJB
AS NOTED
M-3
SCALE:1/4"=1'
CSECTION
DUAL CARBON
DRUM ODOR
CONTROL SYSTEM
12" X 10" DI REDUCING
TEE (TYP. OF 3)
12" PLUG VALVE
12" X 12" DI TEE
(TYP. OF 2)
12" DI 90° BEND
PUMP (TYP. OF 3)
10" CHECK
VALVE
(TYP. OF 3)
12" DI 90° BEND
12" DI 90° BEND
12" DI 90° BEND
12" DI DISCHARGE
10" DI DISCHARGE
2.0'
12" PLUG VALVE
12" DI 90° BEND
12" DI DRAIN
12" DI 90° BEND12" X 12" DI TEE
12" DI 90° BEND
5.0'
5.0'
CONCRETE PUMP
PEDESTAL (TYP. OF 3)
10" PLUG VALVE WITH CHAIN
OPERATOR (TYP. OF 3)
12" DI SEWER FORCE MAIN
14" FLEXIBLE
SLEEVE COUPLING
14" MJ X FL WALL PIPE
14" X 12" DI REDUCER
14" X 14" DI TEE
14" PLUG VALVE
14" PLUG VALVE
14" X 8" DI REDUCING TEE
14" DI SEWER FORCE MAIN
AIR RELEASE/VACUUM
RELIEF VALVE
14" PLUG VALVE
14" DI BLIND FLANGE FOR PUMP
STATION BYPASS CONNECTION