6568 Bid-Trumbull DPW Fuel Pump Renovation
| Agency: | Trumbull town |
|---|---|
| State: | Connecticut |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Apr 20, 2026 |
| Due Date: | May 5, 2026 |
| Solicitation No: | 6568 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
| Bid Number: |
6568
|
| Bid Title: |
6568 Bid-Trumbull DPW Fuel Pump Renovation
|
| Category: | Bid Invitations |
| Status: | Open |
|
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
CMATH DR.
ROAD
N DRI VE
QUALITY STREET
ALDEN
BONITA
L ANE
MAR- INA
VALDEAMVEER.E
AVENUE
AVENUE
LANE
HARDY
AVE .
ELLS- WORSTTH.
CLINTON
ST.
STREET
STREET
GRISWOLD AVE.
MIDDLEBROOKS
PALISADE
REGINA
AVE .
BREWSTER
PL
.
BEACH-
ROFT LA.
VEN
FAIRCHI LD CIR.
ORCHARD
K
WHI PPOORWI LL LA.
ROAD
STREET
WHITE
ERBUR Y
CHEST- NUT
ST .
GRPLAN. ITE
HI LL
KLAND
O RD.
Y
LI LLI AN
DR .
LI LLIAN
BIRCH
DR .
SU
.
JEROME
LA. GIBS
L
ROAD
GROVE
DR. WI LMOT.
AVE .
ROAD
AVENUE
TER.
R
H
AVE .
ST .
D
AR
MA
ALLAN
HUR
A ABR
CIRCLE
.
ROAD
LSACO. TT
ST .
H
ROCKLAND
CIR.
K
739
BL ACKBRDER.RY
TAI T
AL
ST .
VI
STA
PL .
CIR.
WARD PL.
ROAD
RO
RICHARDS
PL .
.
DR .
DANIELS
734
BLARCDK.STONE
GRANVI EW
GE
PROJECT AVE.
IR.
ROAD
LOCATION
WHARLDL.EY
GERALDI N
EASTWRODO.D
OAK
WHITERD.
ELA
PL .
AD
LENWO O D
AVE .
D.
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
This page summarizes the opportunity, including an overview and a preview of the attached documents.
* Disclaimer: This website provides information about bids, requests for proposals (RFPs), or requests for qualifications (RFQs) for convenience only and does not serve as an official public notice. Individuals who wish to respond to or inquire about bids, RFPs, or RFQs should contact the relevant government department directly.
Sign-up for a Free Trial, Government Bid Alerts
With Free Trial, you can:
You will have a full access to bids, website, and receive daily bid report via email and web.