Project Information

Bid Title

6568 Bid-Trumbull DPW Fuel Pump Renovation

Issuing Agency

Trumbull town

Location

Connecticut

Published Date

Apr 20, 2026

Closing Date

May 5, 2026

Government Level

State & Local

Status

Closed

Ref. #

6568

Original Source

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Project Description

Bid Number:	6568
Bid Title:	6568 Bid-Trumbull DPW Fuel Pump Renovation
Category:	Bid Invitations
Status:	Open

Publication Date/Time: 4/2/2026 12:00 AM Closing Date/Time: 5/5/2026 2:00 PM Related Documents: Trumbull DPW Fuel Pump Renovation 2026_03-31 02 - Town of Trumbull General Specifications 03 - Scope of Work and Special Conditions 6568_DPWFuelPumpRenovation_BuildingSchedule Addendum 1 Prevailing Wage Package Bid 6568 addendum 2 01 - Bid 6568 Gen Inst - Trumbull DPW Fuel Pump Renovation

Attachment Preview

TOWN OF TRUMBULL, CONNECTICUT

TRUMBULL DPW FUEL PUMP RENOVATION

ISSUED FOR BIDDING

MARCH 31, 2026

SHEET NO.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

DRAWING NO.

C-000

C-001

C-002

C-003

C-004

C-005

C-101

C-201

C-301

C-302

C-401

C-402

C-403

C-404

C-405

C-406

LIST OF DRAWINGS

DRAWING TITLE

COVER SHEET

GENERAL NOTES, LEGEND, AND ABBREVIATIONS

EXISTING CONDITIONS PLAN

SITE DEMOLITION PLAN PHASE 1

SITE DEMOLITION PLAN PHASE 1

SITE DEMOLITION PLAN PHASE 2

SITE PLAN

SITE GRADING PLAN

SOIL EROSION & SEDIMENTATION CONTROL PLAN

SOIL EROSION & SEDIMENTATION CONTROL NOTES AND DETAILS

DETAILS - 1

DETAILS - 2

DETAILS - 3

FUEL ISLAND PLAN AND SECTION

COLUMN CANOPY DETAILS - 1

COLUMN CANOPY DETAILS - 2

CHURCH

OLD

C

127

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STREET

GRISWOLD AVE.

MIDDLEBROOKS

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734

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LOCATION

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EASTWRODO.D

OAK

WHITERD.

ELA

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AD

LENWO O D

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ROAD

LOCATION MAP

SCALE: 1" = 1000'

PREPARED BY:

1000 Bridgeport Avenue

Suite 320

Shelton, CT 06484

(203) 712-1100

PREPARED FOR:

TRUMBULL ENGINEERING DEPARTMENT

WILLIAM C. MAURER, PE, LS, TOWN ENGINEER

COMPLETE SET 16 SHEETS

EXISTING CONDITION PLAN NOTES

1. THE EXISTING CONDITIONS INFORMATION SHOWN ON THE DRAWINGS IS BASED ON THE FOLLOWING:

- DRAWING TITLED "DPW ADMINISTRATION BUILDING" FOR THE TOWN OF TRUMBULL, PREPARED BY PEREIRA ENGINEERING, LLC AND DATED 9/20/2016

- DRAWING PROVIDED BY LOCAL UTILITY COMPANIES

2. THE ACCURACY AND COMPLETENESS OF SUBSURFACE INFORMATION (E.G., EXISTING UTILITIES) SHOWN ON THESE DRAWINGS IS NOT GUARANTEED AND SOME SUBSURFACE INFORMATION

MAY NOT BE SHOWN. DETERMINE THE LOCATIONS AND ELEVATIONS OF ALL SUBSURFACE FEATURES WHICH MAY AFFECT CONSTRUCTION OPERATIONS BY TEST PIT OR OTHER METHODS, AS

NECESSARY TO PREVENT DAMAGE TO UTILITIES AND OTHER SUBSURFACE FEATURES, AND/OR INTERRUPTIONS IN UTILITY SERVICE. PROVIDE DATA COLLECTED THROUGH THESE

INVESTIGATIONS TO THE ENGINEER PRIOR TO CONSTRUCTING THE PROPOSED IMPROVEMENTS.

3. THE DRAWINGS ARE BASED ON THE FOLLOWING DATUMS: HORIZONTAL - NAD83 ; VERTICAL - NAVD88.

4. THE EXISTING CONDITIONS SHOWN ARE APPROXIMATE. FIELD VERIFY EXISTING CONDITIONS.

5. THE CONTRACTOR SHALL NOTIFY CALL BEFORE YOU DIG AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY DIGGING, TRENCHING, ROCK REMOVAL, DEMOLITION, BORING, BACKFILLING,

GRADING, LANDSCAPING, OR ANY OTHER EARTH MOVING OPERATIONS.

GENERAL NOTES

1. NOTIFY CALL BEFORE YOU DIG AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY DIGGING, TRENCHING, ROCK REMOVAL, DEMOLITION, BORING, BACKFILLING, GRADING, LANDSCAPING,

OR ANY OTHER EARTH MOVING OPERATIONS.

2. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IN ADDITION, SOME UTILITIES MAY NOT BE SHOWN. DETERMINE THE EXACT LOCATION OF UTILITIES BY TEST PIT OR OTHER METHODS,

AS NECESSARY TO PREVENT DAMAGE TO UTILITIES AND/OR INTERRUPTIONS IN UTILITY SERVICE. PERFORM TEST PIT EXCAVATIONS AND OTHER INVESTIGATIONS TO LOCATE UTILITIES, AND

PROVIDE THIS INFORMATION TO THE ENGINEER, PRIOR TO CONSTRUCTING THE PROPOSED IMPROVEMENTS. LOCATE ALL EXISTING UTILITIES TO BE CROSSED BY HAND EXCAVATION.

3. BOLD TEXT AND LINES INDICATE PROPOSED WORK. LIGHT TEXT AND LINES INDICATE APPROXIMATE EXISTING CONDITIONS.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR IN EVALUATING THESE PLANS TO MAKE EXAMINATIONS IN THE FIELD BY VARIOUS METHODS AND OBTAIN NECESSARY INFORMATION FROM

AVAILABLE RECORDS, UTILITY COMPANIES, AND INDIVIDUALS AS TO THE LOCATION OF SUBSURFACE STRUCTURES.

5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF

CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE DRAWINGS, SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S

RESPONSIBILITY TO NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE OWNER'S REPRESENTATIVE

SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH

REGULATIONS AND CODES.

6. AS CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS, ETC. AND RESTORE OR REPLACE ANY DAMAGE TO LANDSCAPING AND SITE FEATURES.

7. AREAS OUTSIDE THE PROJECT LIMIT LINE DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO THEIR ORIGINAL CONDITION OR BETTER AND SHALL BE GRADED TO MEET PROPOSED

CONSTRUCTION AS DIRECTED BY THE OWNER'S REPRESENTATIVE. COST FOR THIS WORK SHALL BE BORNE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

8. THE CONTRACTOR SHALL PROCURE ALL THE NECESSARY PERMITS AND LICENSES, AT THE TIME REQUIRED, PAY ALL THE CHARGES AND FEES, AND GIVE NOTICES AS NECESSARY AND DUE IN

CONNECTION WITH THE LAWFUL EXECUTION OF THE WORK AT NO ADDITIONAL COST TO THE OWNER.

9. ALL UTILITY BOXES, FRAMES, AND GRATES, ETC. AFFECTED BY THE CONSTRUCTION ACTIVITIES SHALL BE RESET/RECONSTRUCTED TO THE PROPER GRADE. ALL COST RELATED TO SUCH WORK

SHALL BE INCLUDED IN THE BID PRICE.

10. EXCAVATION OF ANY TYPE SHALL BE ACCOMPLISHED IN SUCH A MANNER THAT UNDERGROUND UTILITIES OR STRUCTURES ARE NOT DAMAGED. IT SHALL BE THE CONTRACTOR'S SOLE

RESPONSIBILITY FOR ANY DAMAGED INCURRED DURING CONSTRUCTION OPERATIONS. ALL EXCAVATION SHALL BE IN CONFORMANCE WITH THE LATEST OSHA REQUIREMENTS.

11. ALL DRIVEWAYS, ROADS, STAIRS, AND SIDEWALKS DISTURBED BY THE CONSTRUCTION IN OR OUTSIDE THE PROJECT LIMIT LINE SHALL BE RETURNED TO THEIR ORIGINAL CONDITION OR

BETTER AND SHALL BE GRADED TO MEET THE PROPOSED CONSTRUCTION AS DIRECTED BY THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER.

12. THE CONTRACTOR SHALL SUFFICIENTLY COVER ALL DISTURBED AREAS AT THE END OF EACH WORK DAY TO AVOID ANY RISK OF INJURY TO PEDESTRIAN OR VEHICULAR TRAFFIC. THE

CONTRACTOR SHALL INSTALL TEMPORARY SUPPORT SYSTEMS OVER TRENCH EXCAVATIONS THAT ARE TAMPER RESISTANT AND SAFE FOR VEHICULAR AND PEDESTRIAN TRAFFIC. THE

CONTRACTOR SHALL INSTALL BARRICADES TO PROTECT AGAINST PEDESTRIAN ACCESS. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE TEMPORARY SAFETY MEASURES BY THE OWNER'S

REPRESENTATIVE. ALL MAINTENANCE AND PROTECTION OF BOTH PEDESTRIAN AND VEHICULAR TRAFFIC ARE INCLUDED IN THE BID PRICE FOR THIS PROJECT.

13. THE STANDARD SPECIFICATIONS (FOR SITE /CIVIL WORK) SHALL BE THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROADS, BRIDGES,

AND INCIDENTAL CONSTRUCTION, FORM 819, 2020, INCLUDING ALL SUPPLEMENTS THERETO. FORM 819 IS AVAILABLE FOR VIEWING ON THE CTDOT WEBSITE WWW.CT.GOV.DOT/SITE UNDER

THE "PUBLICATIONS" TAB.

14. THE CONTRACTOR SHALL RECORD THE LOCATIONS OF ALL UNDERGROUND UTILITIES INSTALLED OR FOUND WITHIN THE PROJECT LIMIT LINE DURING CONSTRUCTION. THE UTILITIES SHALL

BE MEASURED FROM PERMANENT SURFACE FEATURES AND COMPILED BY THE CONTRACTOR ON RECORD DRAWINGS. AN AS-BUILT SURVEY, SHALL BE PREPARED BY A SURVEYOR LICENSED IN

THE STATE OF CONNECTICUT AND IN ACCORDANCE WITH T-2 TOPOGRAPHIC SURVEY STANDARDS. CONTRACTOR SHALL SUBMIT AS-BUILT SURVEY TO THE SCHOOL, THE OWNER'S

REPRESENTATIVE, AND THE ENGINEER FOR REVIEW AND COMMENT.

15. THE CONTRACTOR SHALL COMPLETE ALL WORK SO THAT ANY MATERIALS WHICH ARE TO REMAIN IN PLACE OR WHICH ARE TO REMAIN THE PROPERTY OF THE OWNER, WILL NOT BE DAMAGED.

IF THE CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO REMAIN, OR WHICH ARE TO REMAIN THE PROPERTY OF THE OWNER, THE DAMAGED MATERIALS SHALL BE REPLACED TO THE

SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE EXPENSE OF THE CONTRACTOR.

16. THE CONTRACTOR SHALL EXCAVATE AND LEGALLY DISPOSE OF OFF-SITE ANY EXCESS PAVEMENT AND BASE. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE LUMP SUM BID FOR THE

PROJECT.

17. TIGHE & BOND ASSUMES NO RESPONSIBILITY FOR ANY ISSUES, LEGAL OR OTHERWISE, RESULTING FROM CHANGES MADE TO THESE DRAWINGS WITHOUT WRITTEN AUTHORIZATION FROM

TIGHE & BOND.

18. EXCAVATE ADDITIONAL TEST PITS TO LOCATE EXISTING UTILITIES AS DIRECTED OR APPROVED BY THE ENGINEER.

19. NOTIFY THE ENGINEER OF ANY UTILITIES IDENTIFIED DURING CONSTRUCTION THAT ARE NOT SHOWN ON THE DRAWINGS OR THAT DIFFER IN SIZE OR MATERIAL.

20. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY; COORDINATION WITH THE OWNER, ALL SUBCONTRACTORS, AND WITH OTHER CONTRACTORS WORKING WITHIN THE LIMITS OF WORK,

THE MEANS AND METHODS OF CONSTRUCTING THE PROPOSED WORK.

21. OBTAIN, PAY FOR AND COMPLY WITH PERMITS, NOTICES AND FEES NECESSARY TO COMPLETE THE WORK. ARRANGE AND PAY FOR NECESSARY INSPECTIONS AND APPROVALS FROM THE

JURISDICTIONAL AUTHORITIES.

22. SHORE UTILITY TRENCHES WHERE FIELD CONDITIONS DICTATE AND/OR WHERE REQUIRED BY LOCAL, STATE AND FEDERAL HEALTH AND SAFETY CODES.

23. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IF FIELD CONDITIONS ARE OBSERVED THAT VARY SIGNIFICANTLY FROM THOSE SHOWN ON THE DRAWINGS,

IMMEDIATELY NOTIFY THE ENGINEER IN WRITING FOR RESOLUTION OF THE CONFLICTING INFORMATION.

24. PROTECT AND MAINTAIN ALL UTILITIES IN THE AREAS UNDER CONSTRUCTION DURING THE WORK. LEAVE ALL PIPES AND STRUCTURES WITHIN THE LIMITS OF THE CONTRACT IN A CLEAN AND

OPERABLE CONDITION AT THE COMPLETION OF THE WORK. TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SAND AND SILT FROM DISTURBED AREAS FROM ENTERING THE DRAINAGE

SYSTEM.

25. NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICT, ERROR, AMBIGUITY, OR DISCREPANCY WITH THE PLANS OR BETWEEN THE PLANS AND ANY APPLICABLE LAW, REGULATION, CODE,

STANDARD SPECIFICATION, OR MANUFACTURER'S INSTRUCTIONS.

26. THE CONTRACTOR IS RESPONSIBLE FOR SUPPORT OF EXISTING UTILITIES AND REPAIR OR REPLACEMENT COSTS OF UTILITIES DAMAGED DURING CONSTRUCTION, WHETHER ABOVE OR BELOW

GRADE. REPLACE DAMAGED UTILITIES IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER AND AT NO COST TO THE PROPERTY OWNER.

27. TAKE NECESSARY MEASURES AND PROVIDE CONTINUOUS BARRIERS OF SUFFICIENT TYPE, SIZE, AND STRENGTH TO PREVENT ACCESS TO ALL WORK AND STAGING AREAS AT THE COMPLETION

OF EACH DAYS WORK.

28. NO OPEN TRENCHES WILL BE ALLOWED OVER NIGHT. THE USE OF ROAD PLATES TO PROTECT THE EXCAVATION WILL BE CONSIDERED UPON REQUEST, BUT BACKFILLING IS PREFERRED.

29. THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY TRAFFIC CONTROL/SAFETY DEVICES TO ENSURE SAFE VEHICULAR AND PEDESTRIAN ACCESS THROUGH THE WORK AREA, OR FOR

SAFELY IMPLEMENTING DETOURS AROUND THE WORK AREA.

30. MAINTAIN EMERGENCY ACCESS TO ALL PROPERTIES WITHIN THE PROJECT AREA AT ALL TIMES DURING CONSTRUCTION.

31. REMOVE AND DISPOSE OF ALL CONSTRUCTION-RELATED WASTE MATERIALS AND DEBRIS IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS.

32. THE TERM "DEMOLISH" USED ON THE DRAWINGS MEANS TO REMOVE AND DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS.

33. THE TERM "ABANDON" USED ON THE DRAWINGS MEANS TO LEAVE IN PLACE AND TAKE APPROPRIATE MEASURES TO DECOMMISSION AS SPECIFIED OR NOTED ON THE DRAWINGS.

34. ALL PROPOSED WORK MAY BE ADJUSTED IN THE FIELD BY THE OWNER'S PROJECT REPRESENTATIVE TO MEET EXISTING CONDITIONS.

35. PROVIDE AS-BUILT PLANS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES) TO THE OWNER'S REPRESENTATIVE AT THE END OF EACH PHASE OF CONSTRUCTION.

LEGEND

DESCRIPTION

PROPERTY LINE

RIGHT-OF-WAY LINE

EASEMENT LINE

LIMITS OF WORK

INTERMEDIATE CONTOURS

INDEX CONTOURS

SPOT GRADE

STORM DRAIN

STORM UNDERDRAIN

GRAVITY SANITARY SEWER

OVERHEAD UTILITY (UNSPECIFIED)

EDGE OF PAVEMENT

SIDEWALK

STONE WALL

FENCE - UNSPECIFIED

FENCE - CHAIN LINK

FENCE - WOOD POST

STORM DRAIN STRUCTURES

SANITARY SEWER MANHOLE

LIGHT

TREELINE

TREE

DEMOLITION / GEOTECHNICAL

UTILITY TO BE ABANDONED

UTILITY TO BE DEMOLISHED

TEST PIT

EXISTING

PROPOSED

5

0.00

UD

SS

SS

X

X

X

MANHOLE D

CATCH

BASIN

S

EVERGREEN

DECIDUOUS

SURFACE RESTORATION NOTES

1. PROTECT PROJECT FEATURES (E.G., PAVEMENT, FENCES, MAIL BOXES, SIGNS, CURBING, TREES, ETC.) FROM DAMAGE DURING CONSTRUCTION,

INCLUDING PROVIDING TEMPORARY SUPPORTS, WHEN APPROPRIATE.

2. IF REMOVAL OF PROJECT FEATURES IS REQUIRED IN ORDER TO PERFORM THE PROPOSED WORK, REMOVE THOSE SITE FEATURES ONLY UPON

APPROVAL OF ENGINEER. REPLACE ALL REMOVED PROJECT FEATURES; NEW ITEMS SHALL BE EQUAL OR BETTER IN QUALITY AND CONDITION TO

THE ITEMS REMOVED.

3. RESTORE ALL AREAS DISTURBED BY THE CONTRACTOR BEYOND THE PAYLINE LIMITS TO ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO

THE OWNER.

4. REGRADE ALL UNPAVED AREAS DISTURBED BY THE WORK AS REQUIRED. REPAIR/REPLACE PAVED SURFACES DISTURBED BY THE WORK IN-KIND,

UNLESS OTHERWISE NOTED. RESTORE SURFACES TO EXISTING OR PROPOSED CONDITIONS AS INDICATED ON THE DRAWINGS.

5. ALL DISTURBED AREAS NOT PROVIDED WITH SPECIFIC SITE IMPROVEMENTS (PAVING, LANDSCAPING, ETC.) SHALL HAVE A MINIMUM OF 4" OF

TOPSOIL INSTALLED, SEED AND ESTABLISH GRASS.

ABBREVIATIONS

ABDN('D)

AC

BC

BFP

BIT

BL

BLDG

BND

BOC

BOT

BS

BW

CATV

CB

CEM

CI

CL

CLF

CO

CONC

CPP

CY

DH

DI

DIA

DMH

E

EF

EG

EL/ELEV

ELEC

EMH

EOP

EW

EXIST

FES

FF

FM

ABANDON(ED)

ASBESTOS CEMENT PIPE

BITUMINOUS CURB

BACK FLOW PREVENTOR

BITUMINOUS

BASELINE

BUILDING

BOUND

BOTTOM OF CURB

BOTTOM

BOTTOM OF STEP

BOTTOM OF WALL

CABLE TELEVISION

CATCH BASIN

CEMENT

CAST IRON PIPE

CENTERLINE

CHAIN LINK FENCE

CLEAN OUT

CONCRETE

CORRUGATED

POLYETHYLENE PIPE

CUBIC YARD

DRILL HOLE

DUCTILE IRON PIPE

DIAMETER

DRAIN MANHOLE

EAST

EACH FACE

EXISTING GRADE

ELEVATION

ELECTRIC

ELECTRIC MANHOLE

EDGE OF PAVEMENT

EACH WAY

EXISTING

FLARED END SECTION

FINISH FLOOR

FORCE MAIN

G

GG

GRAN

HC

HDPE

HMA

HYD

IN

INV

IP

L

LP

LT

MAX

MH

MIN

MISC

MON

MJ

N

NITC

NTS

N/A

N/F

OC

OCS

STRUCTURE

OH

PB

PC

PCC

PCPP

PERF

PI

PRC

GAS

GAS GATE

GRANITE

HANDICAP

HIGH DENSITY

POLYETHYLENE

HOT MIX ASPHALT

HYDRANT

INCHES

INVERT

IRON PIN

LENGTH OF CURB

LIGHT POLE

LEFT

MAXIMUM

MANHOLE

MINIMUM

MISCELLANEOUS

MONUMENT

MECHANICAL JOINT

NORTH

NOT IN THIS CONTRACT

NOT TO SCALE

NOT APPLICABLE

NOW OR FORMERLY

ON CENTER

OUTLET CONTROL

OVERHEAD

PLANT BED

POINT OF CURVATURE

POINT OF COMPOUND

CURVATURE

PERFORATED CORRUGATED

POLYETHYLENE PIPE

PERFORATED

POINT OF INTERSECTION

POINT OF REVERSE

CURVATURE

PSF

PSI

PT

PVC

PVMT

R

RCP

PIPE

RD

REV

ROW

RT

R&D

R&R

R&S

S

SAN

SCH

SF

SMH

SS

STA

STL

STRM

T

TC

TEL

TP

TS

TW

TYP

UP

VIF

W

WG

WV

XFMR

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POINT OF TANGENCY

POLYVINYL CHLORIDE

PAVEMENT

RADIUS

REINFORCED CONCRETE

ROOF DRAIN

REVISION

RIGHT OF WAY

RIGHT

REMOVE AND DISPOSE

REMOVE AND RESET

REMOVE AND STACK

SOUTH

SANITARY

SCHEDULE

SQUARE FOOT

SEWER MANHOLE

STAINLESS STEEL

STATION

STEEL

STORM

TANGENT LENGTH

TOP OF CURB

TEL-DATA

TEST PIT

TOP OF STEP

TOP OF WALL

TYPICAL

UTILITY POLE

VERIFY IN FIELD

WATER

WATER GATE

WATER VALVE

TRANSFORMER

ISSUED FOR

BIDDING

FUEL PUMP

RENOVATION

Department of

Public Works

Trumbull, CT

MARK

DATE

DESCRIPTION

PROJECT NO:

T0196-194

DATE:

03/31/2026

FILE:

T0196-194-C-001-GENR.dwg

DRAWN BY:

JAP

DESIGNED/CHECKED BY: PAR

APPROVED BY:

APW

GENERAL NOTES,

LEGEND AND

ABBREVIATIONS

SCALE:

AS SHOWN

C-001

EXISTING CONDITION PLAN NOTES

1. THE EXISTING CONDITIONS INFORMATION SHOWN ON THE DRAWINGS IS BASED ON THE FOLLOWING:

- DRAWING TITLED "DPW ADMINISTRATION BUILDING" FOR THE TOWN OF TRUMBULL, PREPARED BY PEREIRA ENGINEERING, LLC AND DATED 9/20/2016

- DRAWING PROVIDED BY LOCAL UTILITY COMPANIES

2. THE ACCURACY AND COMPLETENESS OF SUBSURFACE INFORMATION (E.G., EXISTING UTILITIES) SHOWN ON THESE DRAWINGS IS NOT GUARANTEED AND SOME SUBSURFACE INFORMATION

MAY NOT BE SHOWN. DETERMINE THE LOCATIONS AND ELEVATIONS OF ALL SUBSURFACE FEATURES WHICH MAY AFFECT CONSTRUCTION OPERATIONS BY TEST PIT OR OTHER METHODS, AS

NECESSARY TO PREVENT DAMAGE TO UTILITIES AND OTHER SUBSURFACE FEATURES, AND/OR INTERRUPTIONS IN UTILITY SERVICE. PROVIDE DATA COLLECTED THROUGH THESE

INVESTIGATIONS TO THE ENGINEER PRIOR TO CONSTRUCTING THE PROPOSED IMPROVEMENTS.

3. THE DRAWINGS ARE BASED ON THE FOLLOWING DATUMS: HORIZONTAL - NAD83 ; VERTICAL - NAVD88.

4. THE EXISTING CONDITIONS SHOWN ARE APPROXIMATE. FIELD VERIFY EXISTING CONDITIONS.

5. THE CONTRACTOR SHALL NOTIFY CALL BEFORE YOU DIG AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY DIGGING, TRENCHING, ROCK REMOVAL, DEMOLITION, BORING, BACKFILLING,

GRADING, LANDSCAPING, OR ANY OTHER EARTH MOVING OPERATIONS.

X 281.1

X 281.1

X 280.9

X 281.0

N

ISSUED FOR

BIDDING

FUEL PUMP

RENOVATION

Department of

Public Works

Trumbull, CT

MARK

DATE

DESCRIPTION

PROJECT NO:

DATE:

FILE:

T0196-194

03/31/2026

T0196-194-C-002-EXCN.dwg

DRAWN BY:

JAP

DESIGNED/CHECKED BY:

APPROVED BY:

PAR

APW

EXISTING CONDITIONS PLAN

SCALE:

0

10'

20'

AS SHOWN

SCALE: 1" = 10'

C-002

SITE UTILITY DEMOLITION NOTES:

1. DEMOLISH, REMOVE, AND LEGALLY DISPOSE OF BIT CONC PAVEMENT, STORM SEWER,

UNDERGROUND UTILITIES, CURBING, BOLLARDS, CONCRETE FOUNDATIONS,

CONCRETE PADS, FUEL DISPENSERS, AND FUEL ISLAND CANOPY, SITE SIGNAGE NOT

CALLED OUT TO BE REUSED, ETC. AND ALL ITEMS INDICATED TO BE REMOVED WITHIN

THE PROJECT LIMIT LINE.

2. PROTECT EXISTING UTILITY STRUCTURES NOT IDENTIFIED FOR REMOVAL DURING

UTILITY AND SURFACE DEMOLITION OPERATIONS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY DAMAGE INCURRED TO EXISTING UTILITY STRUCTURES AND

SHALL REPAIR OR REPLACE THE EXISTING UTILITY STRUCTURES TO PRE-DAMAGED

CONDITION OR BETTER TO THE SATISFACTION OF THE OWNER AND AT NO

ADDITIONAL COST TO THE OWNER.

3. THE PROVISIONS OF WORKER SAFETY AND/OR HEALTH PROTOCOLS THAT ADDRESS

COMPLIANCE WITH THE RULES, LAWS AND REGULATIONS PERTAINING TO

CONSTRUCTION SAFETY AND/OR THE POTENTIAL AND/OR ACTUAL RISK OF EXPOSURE

TO SITE SPECIFIC PHYSICAL OR CHEMICAL HAZARDS POSED TO THE CONTRACTOR'S

EMPLOYEES IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.

4. PRIOR TO DEMOLITION WORK OF ANY UTILITY COMPANY, CONTACT THE RESPECTIVE

UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE ANY REMOVAL OF EXISTING

UTILITIES WITH THE RESPECTIVE UTILITY COMPANY.

5. PROTECT ALL EXISTING UTILITIES NOT IDENTIFIED FOR REMOVAL OR ABANDONMENT.

6. DISPOSE OF ALL ITEMS IDENTIFIED FOR REMOVAL/DEMOLITION LEGALLY OFF-SITE.

INCLUDE ALL COSTS IN THE LUMP SUM BID PRICE.

7. PRIOR TO REMOVING OR ABANDONING ANY UTILITY, ALL TEMPORARY OR PERMANENT

UTILITIES MUST BE IN PLACE. FACILITY UTILITY SHUTDOWNS ARE TO BE SCHEDULED

AND APPROVED BY TRUMBULL DEPARTMENT OF PUBLIC WORKS.

AST REMOVAL NOTES:

1. "DEMOLISH" SHALL INDICATE "REMOVE AND DISPOSE."

2. DISPOSE OF THE STORAGE TANK IN COMPLIANCE WITH STATE REGULATIONS.

3. THE OWNER SHALL SIGN ALL WASTE DISPOSAL MENIFESTS. PROVIDE A COPY OF THE

SIGNED DISPOSAL MANIFEST TO THE ENGINEER BEFORE THE WASTE LIQUIDS LEAVE

THE SITE.

4. EMPTY TANKS OF ALL FLAMMABLE / COMBUSTIBLE FLUIDS AND RINSE WITH CLEAN

WATER TO REMOVE RESIDUAL MATERIALS. RINSE WATER SHALL BE REMOVED AND

DISPOSED OF.

LEGEND:

DEMOLISH STRUCTURE

CONSTRUCTION FENCE

PROPOSED SAWCUT

REMOVE STRUCTURE

ABANDON UTILITIES

CF

CF

CF

CF

CF

REMOVE AND

DISPOSE OF

EXISTING

BOLLARDS

(TYP)

REMOVE AND DISPOSE OF

EXISTING DIESEL FUEL TANKS

AND CONCRETE PAD

REMOVE AND DISPOSE OF

ALL UNDERGROUND PIPING

CUT EXISTING ELECTRICAL

SERVICE AT FUTURE

PULLBOX LOCATION

REMOVE AND DISPOSE OF

ELECTRICAL SERVICE

CONSTRUCTION

FENCE

REMOVE AND DISPOSE OF EXISTING CONCRETE

PAD, FUEL DISPENSERS, SHELTER, DISPENSER

ISLAND, BOLLARDS, CANOPY, AND ASPHALT.

X 281.1

X 281.1

CF

CF

CF

CF

CF

CF

CF

SAWCUT

X 280.9CF

CF

CF

CF

CF

CF

CF

CF

CF

X 281.0 CF

CF

CF

CF

CF

CF

CF

EXISTING FUEL TANK TO

REMAIN FOR TEMPORARY

FUELING OPERATIONS

TEMPORARY SPILL

CONTAINMENT

TEMPORARY FUEL

PUMP DISPENSER

COVER GRATE INLET FOR

TEMPORARY FUELING OPERATIONS

TEMPORARY GASOLINE

FUELING TRAFFIC PATTERN

REMOVE EXISTING

EMERGENCY SHUTOFF

N

ISSUED FOR

BIDDING

FUEL PUMP

RENOVATION

Department of

Public Works

Trumbull, CT

FOR CONTINUATION SEE SHEET C-004

MARK

DATE

DESCRIPTION

PROJECT NO:

DATE:

FILE:

T0196-194

03/31/2026

T0196-194-C-003-DEMO.dwg

DRAWN BY:

JAP

DESIGNED/CHECKED BY:

APPROVED BY:

PAR

APW

SITE DEMOLITION PLAN

PHASE 1

SCALE:

0

10'

20'

AS SHOWN

SCALE: 1" = 10'

C-003

FOR CONTINUATION SEE SHEET C-003

TANK #3

TEMPORARY DIESEL

STORAGE TANK AND

DISPENSER

PRECAST CONCRETE

BARRIERS (TYP)

25'

E

TEMPORARY

ELECTRIC SERVICE

DUAL WALL FIRE RATED TEMPORARY DIESEL FUELING STATION

WITH DISPENSERS (LOCKING DISPENSERS REQUIRED)

PER FIRE MARSHAL INSPECTION AND APPROVAL

N

ISSUED FOR

BIDDING

FUEL PUMP

RENOVATION

Department of

Public Works

Trumbull, CT

MARK

DATE

DESCRIPTION

PROJECT NO:

DATE:

FILE:

T0196-194

03/31/2026

T0196-194-C-003-DEMO.dwg

DRAWN BY:

JAP

DESIGNED/CHECKED BY:

APPROVED BY:

PAR

APW

SITE DEMOLITION PLAN

PHASE 1

SCALE:

0

10'

20'

AS SHOWN

SCALE: 1" = 10'

C-004

Commodity Codes

• NAICS 236220Commercial and Institutional Building Construction

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