MERCHANTS PARK SEWER EXTENSION AVON · MASSACHUSETTS 70% DESIGN PLANS JULY 2026
PREPARED FOR
CENTRAL STREET
CU-102
DYKEMAN WAY
CU-103
STOCKWELL DRIVE
CU-104
STOCKWELL DRIVE
CU-105
STOCKWELL DRIVE
CU-106
STOCKWELL DRIVE
CU-107
STOCKWELL DRIVE
CU-108
GRANT DRIVE
CU-109
GRANT DRIVE
AY
DRIVE WELL
CU-101
STOCK
LEGEND AND NOTES
T AN GR
DRIVE
CE
EL
SITE LOCATION
ST OC KW
SELECT BOARD JASON SUZOR JR., CHAIRPERSON ERIC BECKERMAN, CLERK SHANNON COFFEY, ASSOCIATE MEMBER JONATHAN BEDER, TOWN ADMINISTRATOR SHANNA FARO, HUMAN RESOURCES DIRECTOR
LD RI
VE
CN-101
E-24
SEWER COMMISSION JASON SUZOR JR., CHAIR CHARLES COMEAU ROBERT PILARELLA
COVER SHEET
ROUT
File: J:\DWG\P2025\0284\A10\Civil\Plan\20250284.A10_COV01.dwg Layout: GI-001 Plotted: 2026-07-08 5:49 PM Saved: 2026-07-08 5:45 PM User: Lauren.Hall
JONATHAN BEDER, TOWN ADMINISTRATOR BRIAN MARTIN, DIRECTOR OF PUBLIC WORKS RICK JORDAN, TOWN PLANNER KATHLEEN WASHBURN, HEALTH AGENT
GI-001
AW
65 E MAIN ST. AVON, MA 02322
Sheet No. Sheet Title IKE
TOWN OF AVON
SHEET INDEX
NT
RA
LS
TR
EE
T DYKEMAN WAY
AN
CH
M AP
RO
AD
HARRISON BO ULEV
ARD
CE
NT
RA
LS
TR
EE
T
LOCATION MAP SCALE: 1" = 500'
PREPARED BY 115 BROAD STREET BOSTON, MA 02110 617.282.4675 www.fando.com
PROJ. No.: 20250284.A10 DATE: JULY 2026
GI-001
DESIGNER REVIEWER
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MAP REFERENCE
LEGEND
BOT
BOTTOM
BW
BOTTOM OF WALL
CB
CATCH BASIN
CI
CAST IRON
PROPOSED SEWER PIPE
C.L.D.I.P.
CEMENT LINED DUCTILE IRON PIPE
PROPOSED SEWER MANHOLE
DMH
DRAINAGE MANHOLE
ELEV
ELEVATION
FF
FINISHED FLOOR
PROPOSED DRAIN PIPE
FG
FINISHED GRADE
PROPOSED CATCH BASIN
HDPE
HIGH DENISTY POLYETHYLENE
GATE VALVE
HYD
HYDRANT
WATER SHUTOFF
INV
INVERT
MAX.
MAXIMUM
MIN.
MINIMUM
OHW
OVERHEAD WIRE
PVC
POLYVINYL CHLORIDE
RCP
REINFORCED CONCRETE PIPE
EARTHWORK
SMH
SANITARY SEWER MANHOLE
1.
CALL DIG-SAFE 811 OR 1-888-DIG-SAFE A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION.
TC
TOP OF CURB
2.
WATER METER
STOP WORK IN THE VICINITY OF SUSPECTED CONTAMINATED SOIL, GROUNDWATER OR OTHER MEDIA. IMMEDIATELY NOTIFY THE OWNER SO THAT APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. RESUME WORK IN THE IMMEDIATE VICINITY ONLY UPON DIRECTION BY THE OWNER.
TF
TOP OF FRAME
POST INDICATOR VALVE
TW
TOP OF WALL
TYP.
TYPICAL
U.P.
UTILITY POLE
VC WS
THRUST BLOCK OVERHEAD ELECTRIC
6. WETLANDS WERE DELINEATED AND FIELD LOCATED BY FUSS & O'NEILL IN THE FALL OF 2025.
GUARD RAIL
REDUCER
STOCKADE FENCE
TEE
WIRE FENCE
TAPPING SLEEVE, VALVE, & BOX RISER
CHAIN LINK FENCE TREE LINE STONE WALL RETAINING WALL
PRESSURE REDUCER SIAMESE CONNECTION (FIRE DEPARTMENT CONNECTION) FIRE HYDRANT
No.
DATE
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ALL TRAFFIC MAINTENANCE MEASURES SHALL CONFORM TO THE TRAFFIC MANAGEMENT PLAN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ACCESS TO COMMERCIAL BUILDINGS MUST BE MAINTAINED.
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5.
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THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS IN THE FORCE MAIN. THRUST BLOCK LOCATIONS ARE OMITTED FROM THE CONTRACT DRAWINGS FOR CLARITY.
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4.
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ADJUSTMENTS TO THE PROPOSED SEWER ALIGNMENTS SHALL BE COORDINATED WITH AND APPROVED BY THE ENGINEER. NO PAYMENT SHALL BE MADE FOR CHANGES TO THE PROPOSED ALIGNMENT.
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3.
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THRUST BLOCK
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STOP LINE
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DOUBLE YELLOW LINE
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SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND NOT NECESSARILY SHOWN ON THE DRAWINGS TO SCALE OR TO THEIR ACTUAL DIMENSION OR LOCATION. COORDINATE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES.
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2.
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WATER MANHOLE SOLID WHITE LINE
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MATCH LINE
THE TYPE, SIZE AND LOCATION OF DEPICTED UNDERGROUND UTILITIES ARE APPROXIMATE REPRESENTATIONS OF INFORMATION OBTAINED FROM FIELD LOCATIONS OF VISIBLE FEATURES, EXISTING MAPS AND PLANS OF RECORD, UTILITY MAPPING, AND OTHER SOURCES OF INFORMATION OBTAINED BY THE ENGINEER. ASSUME NO GUARANTEE AS TO THE COMPLETENESS, SERVICEABILITY, EXISTENCE, OR ACCURACY OF UNDERGROUND FACILITIES. FIELD VERIFY THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES.
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PLUG/STUB
1.
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PROPOSED DRAIN MANHOLE
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GENERAL NOTES
DRAIN INLET DRAIN MANHOLE
5. GEOTECHNICAL DATA WAS OBTAINED BY FUSS & O'NEILL IN THE FALL OF 2025.
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VERT. GRAN. CURB
CATCH BASIN
4. TOPOGRAPHIC ELEVATIONS ARE BASED ON NAVD88 DATUM.
CLEANOUT
TELECOM LINE
· · · · ·
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PRECAST CONC. CURB
BEND
GAS LINE
EDGE OF PAVEMENT
CONCRETE CURB
THE ENGINEER HAS REVISED EXISTING UTILITY ALIGNMENTS ON STOCKWELL DRIVE, GRANT DRIVE, HARRISSON BOULEVARD, AND CENTRAL STREET BASED ON RECORD PLANS RECEIVED FROM THE FOLLOWING UTILITY COMPANIES: NATIONAL GRID ELECTRIC NATIONAL GRID GAS EVERSOURCE VERIZON TOWN OF AVON RECORDS.
BOTTOM OF CURB
UNDERGROUND ELECTRIC
BITUMINOUS CURB
3. BC
NEW FORCE MAIN
SEWER LINE
WATER LINE
GRAVEL ROAD
EXISTING BUILDING STRUCTURES AND PROPERTY LINES DEPICTED ON GRANT DRIVE WERE OBTAINED FROM THE STATE OF MASSACHUSETTS MASSMAPER GIS PLATFORM.
ASBESTOS CEMENT
LIMIT OF DISTURBANCE
BASELINE
2. AC
DRAINAGE LINE
EASEMENT
EXISTING CONDITIONS DEPICTED ON THIS PLAN ARE COMPILED FROM SURVEY PERFORMED BY FUSS & O'NEILL IN THE FALL OF 2025 AND WINTER OF 2026.
DESCRIPTION
PROPERTY LINE CENTERLINE
1. ABBREVIATIONS
PROPOSED
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EXIST
SEAL
EXIST
MINOR CONTOUR
GAS GATE
VITRIFIED CLAY
2.
THE WORK HOURS ARE 7:00 AM TO 3:00 PM MONDAY THROUGH FRIDAY. THE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR HOLIDAY EXCLUSIONS.
WATER SERVICE
SITE RESTORATION
GAS METER
DOUBLE SIGN PARKING METER
DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, FIRE HYDRANTS, AND UTILITIES WITHOUT APPROPRIATE PERMITS. ALL ROAD CLOSURES MUST BE COORDINATED WITH THE TOWN OF AVON 48 HOURS IN ADVANCE OF THE WORK.
ELECTRIC MANHOLE
1.
PROVIDE 6 INCHES OF TOPSOIL AND SEED TO AREAS DISTURBED DURING CONSTRUCTION AND NOT DESIGNATED TO BE RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) UNLESS OTHERWISE NOTED.
ELECTRIC BOX CROSSWALK
TRANSFORMER
2.
REPAIR DAMAGES RESULTING FROM CONSTRUCTION LOADS, AT NO ADDITIONAL COST TO OWNER.
LIGHT POST
3.
RESTORE AREAS DISTURBED BY CONSTRUCTION OPERATIONS OUTSIDE OF THE WORK AREA TO THEIR ORIGINAL CONDITION OR BETTER, AT NO ADDITIONAL COST TO OWNER.
TELECOM MANHOLE
UTILITIES
ADA OR ACCESSIBLE RAMP
TOP & BOTTOM ELEVATION SPOT ELEVATION w/LEADER
IMMEDIATELY INFORM THE ENGINEER IF EXISTING UTILITY CONDITIONS CONFLICT OR DIFFER FROM THAT INDICATED AND IF THE WORK CANNOT BE COMPLETED AS INDICATED.
2.
PAY ALL FEES AND COSTS ASSOCIATED WITH UTILITY MODIFICATIONS AND CONNECTIONS, REGARDLESS OF THE ENTITY THAT PERFORMS THE WORK.
FIRE ALARM BOX
3.
COORDINATE THE WORK AND WORK SCHEDULE WITH UTILITY COMPANIES. PROVIDE ADEQUATE NOTICE TO UTILITIES TO PREVENT DELAYS IN CONSTRUCTION.
UTILITY POLE
4.
COORDINATE WITH UTLITY COMPANIES FOR THE REMOVAL/RELOCATION OF OVERHEAD WIRE AND POLES.
GUY POLE
5.
INTERIOR DIAMETERS OF SANITARY SEWER STRUCTURES SHALL BE DETERMINED BY THE PRECAST MANUFACTURER, BASED ON THE INDICATED PIPE SYSTEM LAYOUT AND LOCAL MUNICIPAL STANDARDS.
6.
NOTIFY ABUTTING PROPERTY OWNERS AND THE TOWN OF AVON A MINIMUM OF 5 BUSINESS DAYS PRIOR TO DISRUPTION OF UTILITY SERVICE.
FIRE ALARM CONTROL PANEL
TEST PIT LOCATION
HAND HOLE
IRON PIPE
PULL BOX
DRILL HOLE IRON PIN MONUMENT MAIL BOX
AVON
MERCHANTS PARK SEWER EXTENSION
GENERAL NOTES
MA
CONTROL POINT
TOWN OF AVON
PC3: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 STB/CTB: FO.STB LAYER STATE:
SOIL BORING/MONITORING WELL
1.
SIGNAL BOX
PROJ. No.: 20250284.A10 DATE: JULY 2026
MS VIEW:
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SPOT ELEVATION
TRAFFIC SIGNAL
115 BROAD STREET BOSTON, MA 02110 617.282.4675 www.fando.com
SIGN
1.
HORZ.: VERT.: -
BOLLARD
CURB STOP
DATUM:
BUILDING
WORK RESTRICTIONS
HORZ.: NOT TO SCALE VERT.:
WELL
SCALE:
MAJOR CONTOUR
CN-101
230 AVON
240
PROFILE STA 0+00 - 2+13 SCALE: H:1"=20' V:1"=5' 70% DESIGN PLANS
TOWN OF AVON
MA
PC3: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 STB/CTB: FO.STB
260 115 BROAD STREET BOSTON, MA 02110 617.282.4675 www.fando.com
250 0
DATUM:
SCALE:
20'
GRAPHIC SCALE
10'
HORZ.: VERT.: -
HORZ.: 1" = 20' VERT.: -
40'
AL ST SEAL
REET
MERCHANT'S PARK SEWER EXTENSION
LAYER STATE:
D
D
MS VIEW:
D
D
D
File: J:\DWG\P2025\0284\A10\Civil\Plan\20250284.A10_UTL01.dwg Layout: CU-101 Plotted: 2026-07-08 5:49 PM Saved: 2026-06-02 2:11 PM User: Lauren.Hall
No.
DATE
DESCRIPTION
DESIGNER REVIEWER
C E N T R A L
STR E E T
CENTR
CONTINUED ON SHEET CU-102
PROJ. No.: 20250284.A10 DATE: JULY 2026
CU-101
MA
D
D D D D D D
D
AVON
D D D D
D D
240
230
PROFILE STA 5+50 - 11+50 SCALE: H:1"=20' V:1"=5'
D D D D D D D D
D
STOCKWELL DRIVE PROFILE
260
250 20'
GRAPHIC SCALE
10'
HORZ.: VERT.: -
HORZ.: 1" = 20' VERT.: -
D
0
D
115 BROAD STREET BOSTON, MA 02110 617.282.4675 www.fando.com
D
MERCHANT'S PARK SEWER EXTENSION
D
DATUM:
D
70% DESIGN PLANS
D
SCALE:
D
TOWN OF AVON
D
D D
D
40'
D
DYKEMAN WA Y D
D
CENTRAL STREET
SEAL
D
D
PC3: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 STB/CTB: FO.STB
D
D
LAYER STATE:
No.
D
D
MS VIEW:
DATE
CONTINUED ON SHEET CU-101
File: J:\DWG\P2025\0284\A10\Civil\Plan\20250284.A10_UTL01.dwg Layout: CU-102 Plotted: 2026-07-08 5:49 PM Saved: 2026-06-02 2:11 PM User: Lauren.Hall
DESCRIPTION
DESIGNER REVIEWER
CONTINUED ON SHEET CU-103
PROJ. No.: 20250284.A10 DATE: JULY 2026
CU-102
200 AVON
210
PROFILE STA 100+00 - 106+00 SCALE: H:1"=20' V:1"=5' 70% DESIGN PLANS
TOWN OF AVON
MA
115 BROAD STREET BOSTON, MA 02110 617.282.4675 www.fando.com
PC3: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 STB/CTB: FO.STB
220
MERCHANT'S PARK SEWER EXTENSION
LAYER STATE:
0
DATUM:
SCALE:
20'
GRAPHIC SCALE
10'
HORZ.: VERT.: -
HORZ.: 1" = 20' VERT.: -
40'
SEAL
No.
D
DATE
D
D
E V I R D L L E W K STOC
D
DESCRIPTION
CONTINUED ON SHEET CU-104
N ISO D RR AR HA EV UL BO
MS VIEW:
N MA KE Y DY WA
File: J:\DWG\P2025\0284\A10\Civil\Plan\20250284.A10_UTL01.dwg Layout: CU-103 Plotted: 2026-07-08 5:49 PM Saved: 2026-06-02 2:11 PM User: Lauren.Hall
DESIGNER REVIEWER
CONTINUED ON SHEET CU-102
240
230
PROJ. No.: 20250284.A10 DATE: JULY 2026
CU-103
MS VIEW:
190 AVON
200
PROFILE STA 106+00 - 112+00 SCALE: H:1"=20' V:1"=5' 70% DESIGN PLANS
TOWN OF AVON
MA
115 BROAD STREET BOSTON, MA 02110 617.282.4675 www.fando.com
PC3: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 STB/CTB: FO.STB
210
MERCHANT'S PARK SEWER EXTENSION
LAYER STATE:
File: J:\DWG\P2025\0284\A10\Civil\Plan\20250284.A10_UTL01.dwg Layout: CU-104 Plotted: 2026-07-08 5:49 PM Saved: 2026-06-02 2:11 PM User: Lauren.Hall
0
DATUM:
SCALE:
20'
GRAPHIC SCALE
10'
HORZ.: VERT.: -
HORZ.: 1" = 20' VERT.: -
40'
SEAL
No.
DATE
DESCRIPTION
CONTINUED ON SHEET CU-105
CONTINUED ON SHEET CU-103
STOCKWELL DRIVE
230
220
PROJ. No.: 20250284.A10 DATE: JULY 2026
CU-104
DESIGNER REVIEWER
MS VIEW:
190 AVON
PC3: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 STB/CTB: FO.STB
210
200
PROFILE STA 112+00 - 118+00 SCALE: H:1"=20' V:1"=5' 70% DESIGN PLANS
TOWN OF AVON
220 MA
230 115 BROAD STREET BOSTON, MA 02110 617.282.4675 www.fando.com
0
DATUM:
SCALE:
20'
GRAPHIC SCALE
10'
HORZ.: VERT.: -
HORZ.: 1" = 20' VERT.: -
40'
SEAL
STOCKWELL DRIVE
MERCHANT'S PARK SEWER EXTENSION
LAYER STATE:
No.
DATE
DESCRIPTION
DESIGNER REVIEWER
CONTINUED ON SHEET CU-106
CONTINUED ON SHEET CU-104
File: J:\DWG\P2025\0284\A10\Civil\Plan\20250284.A10_UTL01.dwg Layout: CU-105 Plotted: 2026-07-08 5:50 PM Saved: 2026-06-02 2:11 PM User: Lauren.Hall
CONTINUED ON SHEET CU-109
PROJ. No.: 20250284.A10 DATE: JULY 2026
CU-105
MS VIEW:
195 AVON
LAYER STATE:
210 MA
115 BROAD STREET BOSTON, MA 02110 617.282.4675 www.fando.com
230
220
PROFILE STA 118+00 - 124+00 SCALE: H:1"=20' V:1"=5' MERCHANT'S PARK SEWER EXTENSION
200 70% DESIGN PLANS
TOWN OF AVON
PC3: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 STB/CTB: FO.STB
File: J:\DWG\P2025\0284\A10\Civil\Plan\20250284.A10_UTL01.dwg Layout: CU-106 Plotted: 2026-07-08 5:50 PM Saved: 2026-06-02 2:11 PM User: Lauren.Hall
0
DATUM:
SCALE:
20'
GRAPHIC SCALE
10'
HORZ.: VERT.: -
HORZ.: 1" = 20' VERT.: -
40'
SEAL
No.
DATE
DESCRIPTION
CONTINUED ON SHEET CU-107
CONTINUED ON SHEET CU-105
E V I R D L L E W K C O T S
PROJ. No.: 20250284.A10 DATE: JULY 2026
CU-106
DESIGNER REVIEWER
MS VIEW:
215 AVON
LAYER STATE:
230 115 BROAD STREET BOSTON, MA 02110 617.282.4675 www.fando.com
250
240
PROFILE STA 124+00 - 130+00 SCALE: H:1"=20' V:1"=5' MERCHANT'S PARK SEWER EXTENSION
220 70% DESIGN PLANS
TOWN OF AVON
MA
PC3: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 STB/CTB: FO.STB
File: J:\DWG\P2025\0284\A10\Civil\Plan\20250284.A10_UTL01.dwg Layout: CU-107 Plotted: 2026-07-08 5:50 PM Saved: 2026-06-02 2:11 PM User: Lauren.Hall
0
DATUM:
SCALE:
20'
GRAPHIC SCALE
10'
HORZ.: VERT.: -
HORZ.: 1" = 20' VERT.: -
40'
SEAL
CONTINUED ON SHEET CU-106 No.
DATE
CONTINUED ON SHEET CU-108
STOCKWELL DRIVE
PROJ. No.: 20250284.A10 DATE: JULY 2026
CU-107
DESCRIPTION
DESIGNER REVIEWER
MS VIEW:
185 AVON
LAYER STATE:
MA
115 BROAD STREET BOSTON, MA 02110 617.282.4675 www.fando.com
220
210
PROFILE STA 200+00 - 204+00 SCALE: H:1"=20' V:1"=5' MERCHANT'S PARK SEWER EXTENSION
190 70% DESIGN PLANS
TOWN OF AVON
PC3: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 STB/CTB: FO.STB
File: J:\DWG\P2025\0284\A10\Civil\Plan\20250284.A10_UTL01.dwg Layout: CU-108 Plotted: 2026-07-08 5:50 PM Saved: 2026-06-02 2:11 PM User: Lauren.Hall
0
DATUM:
SCALE:
20'
GRAPHIC SCALE
10'
HORZ.: VERT.: -
HORZ.: 1" = 20' VERT.: -
40'
SEAL
No.
STOCKWELL DRIVE
200
DATE
DESCRIPTION
CONTINUED ON SHEET CU-110
CONTINUED ON SHEET CU-105
T N A R G DR E V I
PROJ. No.: 20250284.A10 DATE: JULY 2026
CU-108
DESIGNER REVIEWER
MS VIEW:
195 AVON
LAYER STATE:
210 MA
115 BROAD STREET BOSTON, MA 02110 617.282.4675 www.fando.com
230
220
PROFILE STA 204+00 - 205+87 SCALE: H:1"=20' V:1"=5' MERCHANT'S PARK SEWER EXTENSION
200 70% DESIGN PLANS
TOWN OF AVON
PC3: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 STB/CTB: FO.STB
File: J:\DWG\P2025\0284\A10\Civil\Plan\20250284.A10_UTL01.dwg Layout: CU-109 Plotted: 2026-07-08 5:50 PM Saved: 2026-06-02 2:11 PM User: Lauren.Hall
0
DATUM:
SCALE:
20'
GRAPHIC SCALE
10'
HORZ.: VERT.: -
HORZ.: 1" = 20' VERT.: -
40'
SEAL
No.
DATE
CONTINUED ON SHEET CU-109
GRANT DRIVE
PROJ. No.: 20250284.A10 DATE: JULY 2026
CU-109
DESCRIPTION
DESIGNER REVIEWER