RHS_Rehabilitation_of_The_Access_Ramp_of_Margaret_E._Morton_Government_Center_2-13-26.pdf

DISTRICT 1 DISTRICT 2

DISTRICT 3

DISTRICT 4

LOCATION PLAN

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WOODSTOCK

THOMPSON

ASHFORD EASTFORD

POMFRET

BROOKLYN

HAMPTONCHAPLIN

MANSFIELD

PUTNAM

STERLINGPLAINFIELD

CANTERBURY

SCOTLAND

WINDHAM

LEBANON

HEBRON

EAST

HAMPTON COLCHESTER

GRISWOLD

STONINGTON

STONINGTON

NORTH

LEDYARD

WATERFORD

MONTVILLE

BOZRAH

FRANKLIN

EAST

LYME

SALEM

SPRAGUE

LISBON

EAST HADDAM

LYMECHESTER

ESSEX

OLD

CLINTON

COLUMBIA

HADDAM

KILLINGWORTH

WESTBROOK

DEEP RIVER

LYME

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PORTLAND

PRESTON

REDDING

NEW

FAIRFIELD

BETHEL

NEWTOWN

BROOKFIELD

ROXBURY

SOUTHBURY

OXFORD

WOODBURY

SHERMAN

NEW

MILFORD

KENT

SHARON GOSHEN

WARREN

WASHINGTON

BETHLEHEM

MORRIS

LITCHFIELD

HARWINTON

WATERTOWN

CANAAN

NORTH

NORFOLK

CORNWALL

COLEBROOK

WINCHESTER

HARTLAND

BARKHAMSTED

NEW

HARTFORD

CANTON

GRANBY

SUFFIELD

EAST

GRANBY

SIMSBURY

AVON

SEYMOUR

ANSONIA

DERBY

PROSPECT

PLYMOUTH

BURLINGTON

FARMINGTON

CANAAN

RIDGEFIELD

SALISBURY

WALLINGFORD

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BETHANY

HAMDEN

SHELTON

MONROE

EASTON

WESTON

WILTON

CANAAN

NEW

GREENWICH

DARIEN

WESTPORT

FAIRFIELD

TRUMBULL

ORANGE

MILFORD

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BRISTOL PLAINVILLE

CROMWELLBERLIN

BOLTON

GLASTONBURY

ANDOVER

MANCHESTER

HARTFORD

BRITAIN

NEW

HARTFORD

WEST EAST

BLOOMFIELD

WINDSOR

SOUTH

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LIST OF DRAWINGS

SHEET NO. SHEET TITLE

JOSEPH P. GANIM

MAYOR

PROJECT LOCATION

DIRECTOR OF PUBLIC FACILITIES

LUIS BURGOS

MARGARET E. MORTON GOVERNMENT CENTER

REHABILITATION OF THE ACCESS RAMP OF

NOT TO SCALE

LOCATION MAP

BRIDGEPORT, CT

999 BROAD STREET

PROJECT AREA

SUBMITTED BY:

PROPOSED REPAIR DETAILS-RENDERS

STRUCTURAL SLAB REPAIR DETAILS

MISCELLANEOUS REPAIR DETAILS

JOINT REPAIR DETAILS-3

JOINT REPAIR DETAILS-2

JOINT REPAIR DETAILS-1

TRENCH DRAIN REPAIR DETAILS

MISCELLANEOUS DETAILS-2 AT C2 COLUMN

MISCELLANEOUS DETAILS-1 AT C2 COLUMN

MISCELLANEOUS DETAILS AT F2 COLUMN

FRAMING PLAN

DECK PLAN

EAST & SOUTH ELEVATIONS

GENERAL NOTES

GENERAL NOTES

TITLE SHEET

CITY OF BRIDGEPORT BID NO. MNB035263

RHS CONSULTING DESIGN

345 HIGHLAND AVE., SUITE 201, CHESHIRE, CT 06410

DESIGNED BY:

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APPROVED BY THE ENGINEER.

REQUIRED MEASUREMENTS AND THE EXTENT OF THE PROPOSED WORK HAS BEEN

ORDER ANY MATERIAL OR COMMENCE ANY FABRICATION UNTIL HE HAS MADE THE

ASSUME FULL RESPONSIBILITY FOR THEIR ACCURACY. THE CONTRACTOR SHALL NOT

MEASUREMENTS NECESSARY TO ASSURE PROPER FIT OF THE FINISHED WORK AND SHALL

AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL PERFORM ALL SURVEY AND FIELD

REFERENCE ONLY. THEY HAVE BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS

DIMENSIONS OF THE EXISTING STRUCTURE SHOWN ON THESE PLANS ARE FOR GENERAL 14.

CONSTRUCTION PERIOD.

OTHER THAN THOSE ON THE PLANS WHEREVER REQUIRED DURING THE ENTIRE

THE CONTRACTOR MUST PROVIDE ADEQUATE SHORING AND/OR TEMPORARY SUPPORT 13.

CONSTRUCTION DEBRIS IN THE VICINITY OF WORK.

THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL 12.

OWNER AT NO EXTRA COST TO THE OWNER.

DAMAGE TO SAME ELEMENTS OCCURS, IT SHALL BE RECTIFIED TO THE SATISFACTION OF

THE EXISTING STRUCTURAL AND ARCHITECTURAL ELEMENTS AND UTILITIES. IF ANY

TAKE ADEQUATE PRECAUTION TO PROTECT PUBLIC SAFETY AND PREVENT DAMAGE TO

STRUCTURE AND SHALL STRUCTURE DURING THE ENTIRE ALTERATION OF THE EXISTING

CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR THE SAFETY OF THE EXISTING 11.

TO THE OWNER.

ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS WITHOUT ADDITIONAL COST

OR PERFORMING ANY WORK THAT MAY BE REQUIRED TO COMPLETE WORK IN

WILL IN NO WAY RELIEVE THE SUCCESSFUL BIDDER FROM FURNISHING ANY MATERIALS

THE SITE AND NOT BEING FAMILIAR WITH THE EXISTING CONDITIONS AND LIMITATIONS

CONDITIONS AND LIMITATIONS PRIOR TO SUBMITTING THEIR PROPOSAL. FAILURE TO VISIT

CAREFULLY, VISIT THE JOB SITE AND FULLY INFORM THEMSELVES TO ALL EXISTING

ALL CONTRACTORS ARE REQUIRED TO EXAMINE THE DRAWINGS AND SPECIFICATIONS 10.

FIELD PRIOR TO THE START OF WORK.

THE CONTRACTOR SHALL VERIFY ALL EXISTING OPENING SIZES AND LOCATIONS IN THE 9.

MEMBERS UNDER GENERAL COST OF PROJECT.

STRUCTURAL FRAMING TO VERIFY AND MEASURE THE EXISTING CONDITIONS AND

THE CONTRACTOR SHALL ALLOW FOR THE COST OF OPENING AND EXPOSING EXISTING 8.

RESOLUTION.

EXISTING CONDITIONS AND SUBMIT SAME TO THE ENGINEER FOR REVIEW AND

CONTRACTOR MUST MAKE NECESSARY AND ACCURATE SKETCHES SHOWING THE

VARY FROM THOSE SHOWN ON THE STRUCTURAL DRAWINGS AND DETAILS, THE

DRAWINGS. IN THE EVENT THAT EXISTING CONDITIONS OR DETAILS OF CONSTRUCTION

FIELD DIMENSIONS OF ALL EXISTING MEMBERS PRIOR TO THE PREPARATION OF SHOP

THE CONTRACTOR SHALL EXPOSE THE EXISTING STRUCTURE, VERIFY AND CHECK 7.

VERIFY THE DRAWINGS AND TO PERFORM HIS WORK PROPERLY.

AT THE JOB SITE AND SHALL TAKE ANY AND ALL OTHER MEASUREMENTS NECESSARY TO

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BY MEASUREMENTS 6.

ORDERING AND/OR FABRICATING MATERIALS. DO NOT SCALE DRAWINGS.

MATERIALS. THE CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS PRIOR TO

INFORMATION AND SHALL NOT BE USED FOR ORDERING AND/OR FABRICATING

ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE BASED UPON THE AVAILABLE 5.

WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.

THE CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT 4.

SPECIFICATIONS, THE MOST RIGID REQUIREMENTS SHALL GOVERN.

IN ANY CASE OF CONFLICT BETWEEN THE DRAWINGS, NOTES, DETAILS AND 3.

SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED.

IMPLIED TO BE WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT REASONABLY 2.

2015 INTERNATIONAL EXISTING BUILDING CODED.

2015 INTERNATIONAL BUILDING CODEC.

2018 CONNECTICUT STATE BUILDING CODEB.

CTDOT FORM 819 WITH JULY 2025 SUPPLEMENTAL SPECIFICATIONSA.

THE FOLLOWING CODES AND STANDARDS, UNLESS OTHERWISE NOTED.

CODES REFERENCED WITHIN THESE DOCUMENTS. THE PROJECT DOCUMENTS REFER TO

PERFORM ALL CONSTRUCTION IN CONFORMANCE WITH THE BUILDING AND DESIGN 1.

BRIDGEPORT. CONTRACTOR MUST COORDINATE WITH THE CITY'S PUBLIC FACILITIES DEPARTMENT.

THROUGH THE WORK SITE ARE EITHER RELOCATED OR TEMPORARILY DISCONNECTED BY THE CITY OF PRIOR TO ANY DEMOLITION WORK, THE CONTRACTOR SHALL ENSURE ANY ACTIVE UTILITIES PASSING 8.

DURING DEMOLITION. REPLACEMENT MATERIAL MUST MATCH EXISTING.

CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE REPAIRS OF ALL AFFECTED AREAS 7.

REMAIN IN PLACE.

CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES, DUCTS, AND EQUIPMENTS TO 6.

TEMPORARY SHORING AND BRACING OTHER THAN THOSE SHOWN ON THE PLANS.

CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN OF SUCH

THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED DURING 5.

CONDITION.

PERFORMED IN SUCH A MANNER AS TO ENSURE THAT THE REMAINING STRUCTURE IS IN STABLE

STRUCTURE SHALL BE REPAIRED WITH MATERIAL MATCHING EXISTING. DEMOLITION MUST BE

PROPERLY EXECUTE THE DETAILS SHOWN ON THE DRAWINGS. ANY DAMAGE TO THE REMAINING

THE CONTRACTOR SHALL NOT REMOVE MORE OF THE EXISTING STRUCTURE THAN NECESSARY TO 4.

SAFETY OF THE WORKERS, OCCUPANCE AND THE EXISTING STRUCTURE.

THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE MEANS AND METHODS OF DEMOLITION AND THE 3.

PROPERTY AND THE SPREADING OF DUST.

CAREFUL, ORDERLY AND CONTROLLED MANNER TO AVOID HAZARDS TO PERSONS, DAMAGE TO

OPERATIONS. SELECTIVE REMOVAL AND DEMOLITION OPERATIONS SHALL BE PERFORMED IN A

SELECTIVE REMOVAL THE CONTRACTOR SHALL USE QUALIFIED, EXPERIENCED PERSONNEL FOR2.

ORDINANCES AND REGULATIONS.

AND SHALL BE REMOVED FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS, CITY

REMOVED MATERIALS, UNLESS OTHERWISE NOTED, BECOMES THE PROPERTY OF THE CONTRACTOR 1.

WITHOUT PRIOR CONSENT FROM THE ENGINEER.

CONSTRUCTION JOINTS, OTHER THAN THOSE SHOWN ON THE PLANS, SHALL NOT BE PERMITTED 8.

ALL REINFORCEMENT SHALL HAVE TWO INCHES COVER UNLESS DIMENSIONED OTHERWISE.7.

PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS.

SUPPLEMENTAL REQUIREMENTS. IF REQUIRED, ADDITIONAL BARS, STIRRUPS AND CHAIRS SHALL BE

REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM A767, CLASS 1, INCLUDING

ALL REINFORCEMENT SHALL BE GALVANIZED AFTER FABRICATION UNLESS NOTED OTHERWISE. ALL 6.

COVER UNLESS DIMENSIONED OTHERWISE.

A615, GRADE 60, INCLUDING SUPPLEMENTAL REQUIREMENTS, AND SHALL HAVE TWO INCHES

ALL REINFORCING BARS SHALL BE GALVANIZED AND CONFORM TO THE REQUIREMENTS OF ASTM 5.

ALL EXPOSED EDGES SHALL HAVE A 1" X 1" BEVEL UNLESS OTHERWISE DIMENSIONED.4.

FOR DETAILS OF PARTIAL DEPTH PATCH, SEE SPECIAL PROVISIONS.3.

CLASS PCC04481 BASED ON f'c = 4,000 psi SHALL BE USED FOR THE SURFACE REPAIR CONCRETE.2.

CONCRETE RAMP AT TRENCH DRAIN.

CLASS PCC04462 BASED ON f'c = 4,000 psi SHALL BE USED FOR THE JOINT REPAIRS, AND 1.

OTHERWISE NOTED.

ALL BOLTS SHALL MEET THE REQUIREMENTS OF ASTM A325 H.S. BOLTS, TYPE 3 EXCEPT WHERE 11.

OTHERWISE.

CONDITIONS, UNLESS NOTED, PREPARED IN ACCORDANCE WITH AASHTO SPECIFICATIONS

ALL CONTACT SURFACES ON BOLTED CONNECTIONS SHALL BE FOR CLASS C SLIP CRITICAL10.

LENGTH DIMENSIONS ARE MEASURED ALONG THE CENTERLINE OF THE BEAM.9.

STRUCTURAL ELEMENTS UNTIL THE TOTAL STRUCTURE IS IN BEING.

THE CONTRACTOR SHALL TAKE THE PROPER PRECAUTIONS TO ENSURE THE STABILITY OF ALL 8.

CATEGORY BRIDGE FABRICATOR SIMPLE (SBR).

STRUCTURAL STEEL FABRICATORS SHALL BE CERTIFIED UNDER THE AISC CERTIFICATION PROGRAM 7.

NOT REDUCE THE THICKNESS OF THE BASE METAL BY MORE THAN 5% OF THE TOTAL THICKNESS.

MAY BE USED PROVIDED IT IS FOLLOWED BY SUCH GRINDING. THE GRINDING PROCESS SHALL

DIRECTION OF THE APPLIED STRESS LEAVING THE SURFACES FREE FROM DEPRESSIONS. CHIPPING

FINISHED SMOOTH AND FLUSH WITH BASE METAL ON ALL SURFACES BY GRINDING IN THE

ALL SHOP WELDS SHALL BE INSPECTED BY RADIOGRAPHIC OR ULTRASONIC TESTING AND 6.

DETERMINED BY THE ENGINEER,

LAYER INSPECTED AND ACCEPTED BEFORE PROCEEDING TO THE NEXT PASS OR LAYER, AS

MULTIPLE PASS WELDS, INSPECTED BY MAGNETIC PARTICLE METHOD SHALL HAVE EACH PASS OR 5.

INCLUDING THE COST OF DESIGN, SHALL BE AT NO EXTRA EXPENSE TO THE STATE.

BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE COST OF THESE SPLICES,

PRIOR TO THE SUBMISSION OF SHOP DRAWINGS. IF ALLOWED, THESE SPLICES SHALL BE DESIGNED FIELD SPLICES WILL NOT BE ALLOWED EXCEPT WITH THE WRITTEN PERMISSION OF THE ENGINEER 4.

AASHTO/AWS D1.5-(2015)-BRIDGE WELDING CODE, UNLESS OTHERWISE NOTED ON THE PLANS.

WELDING DETAILS, PROCEDURES, AND TESTING METHODS SHALL CONFORM TO THE ANSI/ 3.

STEEL BUILDINGS", LATEST EDITION.

AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL A.

ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS:2.

MATERIAL TO BE INCLUDED UNDER THEIR RESPECTED ITEMS.

GRADE B (46 KSI). TEMPORARY SUPPORTS 1 AND 2 SHALL REMAIN IN PLACE. THE COST FOR THE

CONFORM TO GRADE 50, EXCEPT FOR STRUCTURAL TUBES SHALL CONFORM TO ASTM A500,

ALL STRUCTURAL STEEL USED FOR THE TEMPORARY SUPPORT SYSTEM INCLUDING PLATES SHALL

BE ZINC PRIME ONLY.

FABRICATION, EXCEPT FOR STRUCTURAL STEEL USED FOR TEMPORARY SUPPORTS 1, 2 AND 3 SHALL GRADE 50 KSI AND SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 AFTER

OTHER MISCELANNEOUS STRUCTURAL STEEL HARDWARE SHALL CONFORM TO THE ASTM M270,

ALL PROPOSED STRUCTURAL STEEL REPAIRS (LOW ALLOY) ANGLES, PLATES, SUPPORT BRACKETS 1.

PROJECT DESCRIPTION:

BID NUMBER: DRAWING NO.

SHEET NO.

2/11/2026

BLOCK:

SIGNATURE/

DRAWING TITLE: GENERAL NOTES

G-2

TOWN(S):

DESIGNER/DRAFTER: S.R.K. CHECKED BY: R.H.S.

BRIDGEPORT

REHABILITATION OF THE ACCESS RAMP OF MARGARET E. MORTON GOVERNMENT CENTER

PLOTTED DATE:

Y:\Projects\R127-8 Condition Inspection of Bridgeport City Hall 999 Broad St\CAD\Ramp Repairs\General Notes Rev.dgn FILE NAME: rhsuser15 LASTED SAVED BY:

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GINA@CHEM-SCOPE.COM

DIRECT LINE: 203.764.2384

MAIN LINE: 203.865.5605

CHEMSCOPE, INC.

OBSERVATION AND AIR MONITORING:

CONTRACTOR CAN CONTACT THE LABORATORY LISTED BELOW, OR APPROVED EQUAL, FOR

IF DEMOLITION OR DISTURBANCE OF EXISTING PAINTED MATERIALS IS REQUIRED, THE 8.

CONTAINING MATERIALS SHALL BE PERMITTED WITHOUT PROPER CLEARANCE AND APPROVAL.

NO SAWING, GRINDING, DRILLING, OR UNCONTROLLED DISTURBANCE OF SUSPECT ASBESTOS-7.

IMPLEMENTED IF SUSPECT MATERIALS ARE DISTURBED.

AWARENESS, AND PROPER ENGINEERING CONTROLS, PPE, AND SAFE WORK PRACTICES SHALL BE APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. WORKERS SHALL BE TRAINED IN ASBESTOS ALL CONTRACTORS SHALL COMPLY WITH OSHA ASBESTOS STANDARDS (29 CFR 1926.1101) AND 6.

SAMPLED, THE CONTRACTOR SHALL STOP WORK IN THE AFFECTED AREA AND NOTIFY THE ENGINEER.

HOWEVER, IF SUSPECT MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION THAT WERE NOT

BASED ON LABORATORY TESTING, NO ASBESTOS WAS DETECTED IN THE SAMPLES PROVIDED. 5.

SHALL BE USED AT ALL TIMES.

PERMITTED. DUST CONTROL MEASURES, INCLUDING WET METHODS AND HEPA VACUUMING,

NO DRY SANDING, DRY SCRAPING, OR UNCONTROLLED REMOVAL OF PAINTED MATERIALS SHALL BE 4.

EXISTING PAINTED SURFACES.

PROTECTIVE EQUIPMENT (PPE), AND SAFE WORK PRACTICES SHALL BE IMPLEMENTED WHEN DISTURBING FEDERAL, STATE, AND LOCAL LEAD REGULATIONS. PROPER ENGINEERING CONTROLS, PERSONAL ALL CONTRACTORS SHALL COMPLY WITH OSHA LEAD STANDARDS (29 CFR 1926.62) AND APPLICABLE 3.

CONSTRUCTION, DEMOLITION, OR RENOVATION ACTIVITIES.

TRAINING AND PERSONAL AIR MONITORING IF EMPLOYEES DISTURB THESE MATERIALS DURING

ALTHOUGH THE PAINT IS NOT CLASSIFIED AS LEAD BASED PAINT, OSHA STILL REQUIRES LEAD AWARENESS 2.

BASED PAINT.

DETECTED, AND THE OTHER CONTAINED 0.11% LEAD, WHICH DOES NOT MEET THE CRITERIA FOR LEAD MORE THAN 0.5% LEAD. BOTH SAMPLES TESTED WERE BELOW THIS THRESHOLD. ONE SAMPLE HAD NO LEAD

CONTAIN BASED ON LABORATORY TESTING, TO BE CONSIDERED LEAD BASED PAINT (LBP), A SAMPLE MUST 1.

MNB035263

GENERAL NOTES SELECTIVE DEMOLITION NOTES

CONCRETE NOTES

STRUCTURAL STEEL NOTES

LEAD-RELATED CONSTRUCTION SAFETY AND MONITORING NOTES

LIVE LOAD NOTES:

ROLLERS ONLY.

STRUCTURE. COMPACTION SHALL BE PERFORMED USING STATIC (NON-VIBRATORY)

VIBRATORY COMPACTION EQUIPMENT SHALL NOT BE PERMITTED ON THE DECK

SHALL EXCEED 4,000 POUNDS.

INCLUDING OPERATOR AND ALL FLUIDS. NO INDIVIDUAL AXLE OR DRUM LOAD

WEIGHT OF 6,000 POUNDS (NOMINAL 3-TON CLASS), MAXIMUM TOTAL OPERATING

COMPACTION EQUIPMENT SHALL BE LIMITED TO LIGHT-DUTY ROLLERS WITH A

NOT BE PERMITTED ON THE STRUCTURE.

MAXIMUM AXLE LOADING OF 6,000 LBS. EQUIPMENT EXCEEDING THIS LIMIT SHALL

EXCEED AN AASHTO H-5, WITH A GROSS VEHICLE WEIGHT OF 10,000 LBS, AND A

CONSTRUCTION EQUIPMENT OR MAINTENANCE VEHICLE LOADS SHALL NOT

UNIFORM LIVE LOAD OF 40 PSF AND OR

THE RAMP STRUCTURE IS RATED FOR:

EMAIL: JONATHAN.ZEBROSKI@BRIDGEPORTCT.GOV

CELL: (475) 344-7794

MR. JOHNATHAN ZEBROSKI

THE CITY OF BRIDGEPORT MANAGER POINT OF CONTACT:

UNDER THE CONTRACT DOCUMENTS.

ADDITIONAL COST TO THE OWNER, REMOVAL FROM THE SITE, OR OTHER REMEDIES AVAILABLE

REQUIREMENTS MAY RESULT IN SUSPENSION OF WORK, CORRECTIVE ACTIONS AT NO

CONSTRUCTION ACTIVITIES OR UNAUTHORIZED ACCESS. FAILURE TO COMPLY WITH THESE

REPAIRING OR RESTORING ANY DAMAGE CAUSED BY CONDITION, AND PROMPTLY

SITE IN A SAFE AND ORDERLY RESPONSIBLE FOR PROTECTING CITY PROPERTY, MAINTAINING THE

APPROVAL IS RECEIVED FROM THE ENGINEER OF RECORD. THE CONTRACTOR SHALL BE FULLY

NO STRUCTURAL STEEL SURFACE PREPARATION WORK SHALL COMMENCE UNTIL WRITTEN 5.

WASTE HANDLING AND DISPOSAL METHODS, INCLUDING DISPOSAL LOCATIONS

WORKER PROTECTION MEASURES IN ACCORDANCE WITH OSHA REQUIREMENTS

DUST AND DEBRIS CONTAINMENT MEASURES

PROPOSED METHODS AND EQUIPMENT FOR SURFACE PREPARATION

RECORD FOR REVIEW AND APPROVAL. SUBMITTALS SHALL INCLUDE, AT A MINIMUM:

CONTRACTOR SHALL SUBMIT DETAILED WORK PLANS AND PROCEDURES TO THE ENGINEER OF

PRIOR TO PERFORMING ANY STRUCTURAL STEEL SURFACE PREPARATION OR CLEANING, THE

REQUIREMENTS.

REGULATIONS (INCLUDING 29 CFR PARTS 1910 AND 1926) AND APPLICABLE ENVIRONMENTAL

TOOLS, FILTRATION, OR OTHER APPROVED METHODS AS REQUIRED TO COMPLY WITH OSHA

MEASURES SHALL INCLUDE CONTAINMENT SYSTEMS, WET METHODS, VACUUM-ASSISTED

DUST, RUST, PAINT RESIDUE, OR DEBRIS BEYOND THE IMMEDIATE WORK AREA. DUST CONTROL

CONTRACTOR SHALL PREVENT THE RELEASE AND MIGRATION OF POWER TOOL CLEANING. THE

ACTIVITIES INCLUDING, BUT NOT LIMITED TO, GRINDING, BLASTING, NEEDLE SCALING, OR

ENVIRONMENTAL CONTROLS AT ALL TIMES. DURING STRUCTURAL STEEL SURFACE PREPARATION

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER DUST, DEBRIS, AND 4.

SEQUENCING SHALL REQUIRE ADVANCE APPROVAL FROM THE CITY.

APPROVED WORK HOURS, OR MODIFICATIONS TO APPROVED ACCESS, STAGING, OR

REQUIRING TEMPORARY SHUTDOWNS, AFTER-HOURS OPERATIONS, DEVIATIONS FROM

ACCORDANCE WITH CTDOT STANDARD SPECIFICATIONS SECTION 1.07. ANY WORK

BUILDING OPERATIONS, PUBLIC ACCESS, EMERGENCY SERVICES, OR MEANS OF EGRESS, IN

CONSTRUCTION OPERATIONS SHALL BE CONDUCTED SO AS NOT TO INTERFERE WITH NORMAL 3.

AUTHORIZATION IS OBTAINED FROM THE CITY.

OCCUPIED, OR NON-DESIGNATED AREAS IS PROHIBITED UNLESS PRIOR WRITTEN

LIMITED STRICTLY TO AREAS APPROVED BY THE CITY. ENTRY INTO RESTRICTED, SECURED,

FEDERAL, STATE, AND LOCAL LAWS. ACCESS TO THE GOVERNMENT CENTER BUILDING SHALL BE

CTDOT STANDARD SPECIFICATIONS, OSHA REGULATIONS, AND ALL OTHER APPLICABLE `

BRIDGEPORT REQUIREMENTS, THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CITY OF 2.

ONGOING CITY OPERATIONS.

USE, NOISE AND VIBRATION LIMITATIONS, UTILITY IMPACTS, AND PROTECTION OF RESTROOM

MATERIAL STORAGE, DELIVERIES, WASTE HANDLING, HOURS, STAGING AND LAYDOWN AREAS,

NOT BE LIMITED TO, BUILDING ACCESS AND SECURITY PROCEDURES, APPROVED WORKING

STANDARD SPECIFICATIONS SECTIONS 1.04 AND 1.07. COORDINATION SHALL INCLUDE, BUT

WITH THE INTENT OF CTDOT THROUGHOUT THE DURATION OF THE PROJECT, IN ACCORDANCE

BRIDGEPORT’S DESIGNATED BUILDING/FACILITY MANAGER PRIOR TO MOBILIZATION AND

THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE CITY OF 1.

DEWATERING AND WATER INTRUSION PROTECTION NOTE

PAYMENT WILL BE MADE.

IN THE CONTRACTOR’S GENERAL CONDITIONS OR APPLICABLE BID ITEMS. NO SEPARATE

CONTAINMENTM, MONITORING, PROTECTION, AND RESTORATION SHALL BE INCLUDED

ADDITIONAL COST TO THE OWNER. ALL COSTS ASSOCIATED WITH WATER CONTROL,

THE WORK AREA. ALL REPAIRS AND RESTORATION SHALL BE PERFORMED AT NO

DAMAGE TO OFFICES, FINISHES, EQUIPMENT, FURNISHINGS, AND BUILDING SYSTEMS BELOW

INTRUSION OR SEEPAGE RESULTING FROM CONSTRUCTION OPERATIONS, INCLUDING

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE CAUSED BY WATER 4.

INCLUDING DURING ADVERSE WEATHER AND OFF-HOURS.

AND CONTROL SURFACE WATER, RAINFALL, WASH WATER, AND CONSTRUCTION RUNOFF,

CONTRACTOR SHALL TAKE ALL NECESSARY AND EXTREME MEASURES TO DIVERT, CONTAIN,

IN ACCORDANCE WITH CTDOT STANDARD SPECIFICATIONS SECTIONS 1.04 AND 1.07, THE 3.

ACTIONS NO WORK SHALL BEGIN UNTIL WRITTEN APPROVAL IS RECEIVED.

DISCHARGE LOCATIONS, MONITORING PROCEDURES, AND WEATHER CONTINGENCY

AND CONTAINMENT METHODS, TEMPORARY WATERPROOFING MEASURES, DIVERSION

OF RECORD FOR REVIEW AND APPROVAL. THE PLAN SHALL INCLUDE PROPOSED

SUBMIT A TEMPORARY WATER MANAGEMENT AND DEWATERING PLAN TO THE ENGINEER

PRIOR TO COMMENCEMENT OF DECK OR ROOF-LEVEL REPAIRS, THE CONTRACTOR SHALL 2.

INTO THE BUILDING SHALL NOT BE PERMITTED AT ANY TIME.

STRUCTURAL ELEMENTS, OR INTERIOR SPACES DURING CONSTRUCTION. WATER INTRUSION

WATER INFILTRATION, LEAKAGE, SEEPAGE, OR RUNOFF INTO THE RAMP DECK, ROOF DECK,

DRAINAGE, DIVERSION, AND CONTAINMENT MEASURES NECESSARY TO PREVENT ANY

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TEMPORARY DEWATERING, 1.

NOTICE TO CONTRACTOR

CONTRACTOR COORDINATION, ACCESS, AND WORK CONTROL NOTE

"LOCALIZED PAINT REMOVAL AND FIELD PAINTING OF EXISTING STEEL".

PAINTING THE EXISTING STEEL AFTER REPAIRS SHALL BE PAID UNDER THE ITEM NO. 0603729A REMOVAL OF EXISTING PAINT, DISPOSAL OF DEBRIS AT THE PROPOSED STEEL REPAIRS AND 23.

NO. 0603431 "STEEL (MISCELLANEOUS)"

STEEL PLATE AT EACH JOINT REPAIR AS PROPOSED IN THE PLANS SHALL BE PAID UNDER THE ITEM 22.

ITEM NO. 0603081A "STRUCTURAL STEEL REPAIRS (SITE NO. 2")

REPAIR OF STRUCTURAL STEEL AS MENTIONED IN PLANS AT SITE NO. 2 SHALL BE PAID UNDER THE 21.

ITEM NO. 0603081A "STRUCTURAL STEEL REPAIRS (SITE NO. 1)"

REPAIR OF STRUCTURAL STEEL AS MENTIONED IN PLANS AT SITE NO. 1 SHALL BE PAID UNDER THE 20.

"WELDED WIRE FABRIC - GALVANIZED"

WELDED WIRE FABRIC USED IN THE RAMP LANDING SHALL BE PAID UNDER ITEM NO. 0602054 19.

" PREFORMED EXPANSION JOINT FILLER".2

ITEM NO. 0601502 "

PREFORMED EXPANSION JOINT AT THE END OF THE RAMP LANDING SHALL BE PAID UNDER THE 18.

STEEL".REINFORCEMENT

AND SHALL BE PAID UNDER THE ITEM NO. 0602980A "CLEAN AND COAT EXPOSED

EXPOSED REBARS WHILE REPAIR OF CONCRETE DECK RAMP SHALL BE CLEANED AND COATED 17.

PLACING THE CONCRETE SHALL BE PAID UNDER THE ITEM NO. 0601318A "PARTIAL DEPTH PATCH".

EQUIPMENT, REMOVAL OF DETERIORATED CONCRETE AND SURFACE PREPARATION AND

TO INSPECTION OF THE DECK, HAMMER DEMOLITION, HYDRO-DEMOLITION WATER AND

REPAIR OF UNSOUND AND DETERIORATED CONCRETE RAMP WHICH INCLUDES BUT NOT LIMITED 16.

"NON-TRACKING ASPHALT TACK COAT".

TACK COAT USED UNDER THE BITUMINOUS OVERLAY SHALL BE PAID UNDER ITEM NO. 0406238 15.

ITEM NO. 0601072 "SURFACE REPAIR CONCRETE".

REPAIR SPALLED CONCRETE BEAM BETWEEN COLUMN LINE G1 AND F1 SHALL BE PAID UNDER 14.

BE MADE UNDER ITEM NO. 0912518, “REMOVE AND RESET METAL BEAM RAIL.”

REMOVAL AND REPLACEMENT OF THE METAL BEAM RAIL SHALL BE INCLUDED. PAYMENT SHALL

ALLOW FOR JOINT REPAIR OF THE RAMP. ALL HARDWARE OR ACCESSORIES REQUIRED FOR

EXISTING METAL BEAM RAIL SHALL BE REMOVED AND REPLACED IN ITS EXISTING LOCATION TO 13.

WEBSITE: GCPAT.COM

E-MAIL: ANNETTE.AITKEN@GCPAT.COM

TELEPHONE: 678-575-1927

PRODUCT CONTACT: GCP

PRODUCT BRAND NAME: ELIMINATOR*

ADDITIONAL INFORMATION:

APPROVED EQUAL, AND THE CONTRACTOR MAY CONTACT THE MANUFACTURER FOR

WATERPROOFING SYSTEM. THE SYSTEM SHALL BE ONE OF THE PRODUCT LISTED BELOW OR

DEPARTMENT’S CURRENT QUALIFIED PRODUCT LIST (QPL) FOR SPRAY-APPLIED MEMBRANE

THE CONTRACTOR SHALL SELECT A WATERPROOFING MEMBRANE SYSTEM FROM THE

0707009A "MEMBRANE WATERPROOFING (COLD LIQUID ELASTOMERIC)".

WATERPROOFING MEMBRANE FOR RAMP AND TOP OF CURB SHALL BE PAID UNDER ITEM NO. 12.

STEEL BARS – GALVANIZED.”

DETERIORATED OR UNSOUND CONCRETE SHALL BE PAID UNDER ITEM NO. 0602030, “DEFORMED

ALL REINFORCEMENT USED FOR JOINT REPAIRS, CONCRETE LANDINGS, AND REPAIR OF 11.

"CLEAN EXISTING DRAINAGE STRUCTURE.”

CLEANING OF THE EXISTING DRAINAGE SYSTEM SHALL BE INCLUDED UNDER ITEM NO. 0653630, DISPOSAL OF SLUDGE, DIRT, SAND, GRAVEL, ROOTS, GREASE, AND OTHER DEBRIS, AND FLUSH

SHALL BE PAID UNDER ITEM NO. 0507900A, “TRENCH DRAIN.”

PROPOSED PRECAST TRENCH DRAIN, IRON EDGE CHANNELS, AND ALL REQUIRED HARDWARE 10.

PAID UNDER “REMOVAL OF EXISTING WEARING SURFACE” AND “HMA S0.375”.

REMOVAL OF EXISTING PAVEMENT SURFACE AND PROPOSED BITUMINOUS OVERLAY SHALL BE 9.

FIRE-RESISTANT PAINT.”

LIMITS, AS SHOWN ON THE PLANS, SHALL BE PAID UNDER ITEM NO. 0000001A, “INTUMESCENT EXISTING STRUCTURAL STEEL AND PROPOSED REPAIRED STRUCTURAL STEEL FIREPROOFING PAINT 8.

SPECIFICATIONS. PAYMENT SHALL BE MADE UNDER ITEM NO. 0609001A, “REPOINTED MASONRY.”

AND FILLED WITH MORTAR CONFORMING TO ASTM C1714 AND ASTM C387 STANDARD

LOOSE MORTAR, DIRT, OR OTHER FOREIGN MATERIAL TO A DEPTH OF APPROXIMATELY 2 INCHES, CRACKS IN THE EXISTING CMU WALL SHALL BE THOROUGHLY RAKED OUT AND CLEANED OF ALL 7.

BACKER ROD SHALL BE PAID UNDER ITEM NO. 0520041A "PREFORMED JOINT SEAL".

REMOVAL OF EXISTING JOINT MATERIAL, INSTALLATION OF IMPREGNATED FOAM GLAND AND 6.

BE PAID UNDER ITEM NO. 0213100 “GRANULAR FILL.”

GRANULAR FILL USED BENEATH THE PROPOSED TRENCH DRAIN AND CONCRETE LANDING SHALL 5.

ITEM "DRILLING HOLES AND BONDING DOWELS".

THE DRILLING AND BONDING OF ALL REINFORCING BAR DOWELS SHALL BE PAID FOR UNDER THE 4.

REPAIRS, SHALL BE PAID FOR UNDER THE ITEM " REMOVAL OF EXISTING MASONRY".

TO REMOVE THE CMU BLOCKS FROM THE WALLS AT THE LOCATIONS OF STRUCTURAL STEEL

IF REQUIRED ENCASING EXISTING STRINGERS AND FLOOR BEAMS AS SHOWN ON THE PLANS, AND

REMOVAL OF EXISTING CONCRETE WITHIN JOINT REPAIR LIMITS, REMOVAL OF CONCRETE 3.

LANDING AT TRENCH DRAIN SHALL BE PAID FOR UNDER ITEM "CLASS PCC04462".

THE PROPOSED CONCRETE FOR THE JOINT REPAIRS, CURBS, RAISED ISLANDS AND CONCRETE 2.

UNDER THE ITEM "STRUCTURE EXCAVATION - EARTH (COMPLETE)".

EXCAVATION UNDER EXISTING TRENCH DRAIN AND BITUMINOUS LANDING SHALL BE PAID FOR 1.

PROJECT DESCRIPTION:

BID NUMBER: DRAWING NO.

SHEET NO.

2/11/2026

BLOCK:

SIGNATURE/

DRAWING TITLE: GENERAL NOTES

G-2.1

TOWN(S):

DESIGNER/DRAFTER: S.R.K. CHECKED BY: R.H.S.

BRIDGEPORT

REHABILITATION OF THE ACCESS RAMP OF MARGARET E. MORTON GOVERNMENT CENTER

PLOTTED DATE:

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MNB035263

PAY ITEM NOTES

REPAIRS, DECK REPAIRS, WATERPROOFING MEMBRANE, AND PAVING.

WITH THE ENGINEER FOR FINAL INSPECTION AND ACCEPTANCE OF STRUCTURAL STEEL

FINAL INSPECTION AND ACCEPTANCE: UPON COMPLETION OF ALL WORK, COORDINATE 9.

STRUCTURAL LOAD LIMITS.

LOADS, AND OTHER INFORMATION NECESSARY TO VERIFY COMPLIANCE WITH

APPROVAL. SUBMITTALS SHALL INCLUDE OPERATING WEIGHTS, AXLE AND/OR DRUM

FOR ALL PAVING AND COMPACTION EQUIPMENT FOR ENGINEER REVIEW AND

SPECIFICATIONS. PRIOR TO PAVING, SUBMIT MANUFACTURER DATASHEETS OR CUT SHEETS

ASPHALT PAVING: PLACE ASPHALT PAVING IN ACCORDANCE WITH THE PLANS AND 8.

ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

WATERPROOFING MEMBRANE: INSTALL THE WATERPROOFING MEMBRANE IN 7.

EXPENSE, AS DIRECTED BY THE ENGINEER.

SUBSEQUENT OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR’S

DURING REMAINING CONSTRUCTION OPERATIONS. ANY PATCHES DAMAGED BY

PROTECTION OF DECK PATCHES: THE CONTRACTOR SHALL PROTECT ALL DECK PATCHES 6.

NON-STRUCTURAL DECK REPAIRS, AFTER COMPLETION OF STRUCTURAL STEEL REPAIRS.

NOT LIMITED TO TRENCH GRADE RECONSTRUCTION, MASONRY REPOINTING, AND OTHER

OTHER DECK WORK: PERFORM OTHER MISCELLANEOUS DECK WORK, INCLUDING BUT 5.

WITH SUBSEQUENT WORK.

AS VERIFIED BY TEST RESULTS OR MANUFACTURER CERTIFICATION, PRIOR TO PROCEEDING

PSI OR 90 PERCENT OF THE SPECIFIED DESIGN STRENGTH, WHICHEVER IS GREATER, 3,500

PATCH REPAIR MATERIAL SHALL ACHIEVE A MINIMUM COMPRESSIVE STRENGTH OF

REPAIRS, PERFORM DECK PATCH REPAIRS AND RECONSTRUCTION OF DECK JOINTS.

DECK PATCH REPAIRS AND DECK JOINTS: UPON COMPLETION OF STRUCTURAL STEEL 4.

METHODS ONLY.

COMPACTION AND CONSTRUCTION OPERATIONS SHALL UTILIZE STATIC, NON-VIBRATORY

KIND ON THE DECK STRUCTURE IS PROHIBITED FOR THE DURATION OF THE PROJECT. ALL

PROHIBITION OF VIBRATORY EQUIPMENT: THE USE OF VIBRATORY EQUIPMENT OF ANY 3.

CONSTRUCTABILITY DURING STEEL REPAIR OPERATIONS.

TEMPORARY SUPPORTS SHALL BE USED SOLELY FOR STABILITY AND

PROHIBITED.

JACKING, LIFTING, OR ANY INTENTIONAL LOAD REDISTRIBUTION IS STRICTLY

BEAM ENDS AS TIGHT-FIT SUPPORTS ONLY.

TEMPORARY SUPPORT BRACKETS: TEMPORARY SUPPORT BRACKETS SHALL BE INSTALLED AT 2.

PLANS OR AS DIRECTED BY THE ENGINEER.

BOLTED CONNECTIONS, FLANGE PLATING, AND ALL OTHER STEEL REPAIRS SHOWN ON THE

STRUCTURAL STEEL REPAIRS SHALL INCLUDE, BUT NOT BE LIMITED TO, REPLACEMENT OF

SURFACE PREPARATION AND STRUCTURAL STEEL REPAIRS PRIOR TO ANY DECK REPAIRS.

SURFACE PREPARATION AND STRUCTURAL STEEL REPAIRS: PERFORM ALL REQUIRED 1.

SUGGESTED SEQUENCE OF CONSTRUCTION

PROJECT DESCRIPTION:

BID NUMBER: DRAWING NO.

SHEET NO.

2/11/2026

BLOCK:

SIGNATURE/

DRAWING TITLE: EAST & SOUTH ELEVATIONS

S-1

TOWN(S):

DESIGNER/DRAFTER: S.R.K. CHECKED BY: R.H.S.

MNB035263

BRIDGEPORT

REHABILITATION OF THE ACCESS RAMP OF MARGARET E. MORTON GOVERNMENT CENTER

PLOTTED DATE:

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SCALE: 1"=10'

EAST ELEVATION

SCALE: 1"=10'

SOUTH ELEVATION

RAMP ENTRANCE

MARGARET E. MORTON GOVERNMENT CENTER

2'-2"

25'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 16'-0" 11'-0" 25'-0"

4'-0" 4'-0" 4'-0"4'-0" 4'-0" 4'-0" 4'-0"

PROJECT DESCRIPTION:

BID NUMBER: DRAWING NO.

SHEET NO.

2/11/2026

BLOCK:

SIGNATURE/

DRAWING TITLE: DECK PLAN

S-2

TOWN(S):

DESIGNER/DRAFTER: S.R.K. CHECKED BY: R.H.S.

MNB035263

BRIDGEPORT

REHABILITATION OF THE ACCESS RAMP OF MARGARET E. MORTON GOVERNMENT CENTER

PLOTTED DATE:

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4'-0"

LIMITS OF RAMP CONSTRUCTION

SCALE: 1"=10'

PROPOSED REPAIRS

L K J H G F E D C B A

L K J H G F E D C B A

Bs

BITUMINOUS PAVEMENT

LIMITS OF REMOVAL OF EXISTING

CURB LINE

CURB LINE

L OF RAMPC

L OF RAMPC

sB

CURB LINE

L OF RAMPC

L OF RAMPC

100+00 125+00 150+00 175+00 200+00 225+00 250+00 275+00 300+00 325+00 350+00 366+00

SCALE: 1"=10'

RAMP ELEVATION

C U

R B

L

IN

E

C U

R B

L

IN

E

L K J H G F E D C B ABs L OF RAMPC

PRESENT ROOF

EL. 54'-0"'

FLOOR

ND

FLOOR

ST

EL. 19'-0"'

REMAIN

SIGNAL POST TO

EXISTING TRAFFIC

REMAIN

SIGNAL POST TO

EXISTING TRAFFIC

REMAIN

SIGNAL POST TO

EXISTING TRAFFIC

RAILING TO REMAIN

EXISTING RAMP

REMAIN

SIGNAL POST TO

EXISTING TRAFFIC

REMAIN (TYP.)

EXISTING TRENCH DRAIN, TO

DRAIN (TYP.)

CLEAN EXISTING TRENCH

EL. 36'-6"

TRENCH DRAIN

REMOVE EXISTING

CURB LINE

SEE DWG NO. S-7

DRAIN FOR DETAILS,

INSTALL NEW TRENCH

DRAINAGE SYSTEM &

CLEAN EXISTING

JOINT (TYP.)

EXISTING CURB

S-8 (TYP.)DWG NO.

LOCATIONS, FOR DETAILS SEE

AT JOINTS A FLOORBEAM

RECONSTRUCT CONCRETE DECK

CONSTRUCTION

BEGIN OF

CONSTRUCTION

END OF

RAISED ISLAND

LIQUID ELASTOMERIC)

WATERPROOFING (COLD

TACK COAT AND MEMBRANE

NON-TRACKING ASPHALT

OVER OVERLAY HMA S0.375

" BITUMINIOUS 2

LIMITS OF 1

LEGEND:

REMOVAL OF EXISTING BITUMINIOUS PAVEMENT

LIMITS OF PARTIAL DEPTH PATCH REPAIRS

WATERPROOFING (COLD LIQUID ELASTOMERIC)/

TRACKING ASPHALT TACK COAT AND MEMBRANE

PROPOSED BITUMINIOUS OVERLAY HMA S0.375 OVER NON-

(TYP.)

EXISTING CURB JOINT

CONCRETE DECK AT JOINTS

OF RECONSTRUCTION OF

SECTION RAIL WITHIN LIMITS

POST AND REMOVE ONE

REMOVE AND RESET RAIL

NO. S-12 (TYP.)

WATERPROOFING SEE DETAILS IN DWG

TO PLACEMENT OF MEMBRANE

DEPTH PATCH REPAIR DETAILS, PRIOR

PROJECT LIMITS RAMP AS PER PARTIAL

CONCRETE THROUGHOUT THE

REPAIR DETERIORATED OR UNSOUND

SIGNAL POST TO REMAIN

EXISTING TRAFFIC

ENTRANCE GATE TO REMAIN

TO REMAIN

ENTRANCE GATE

TO REMAIN

SIGNAL POST

EXISTING TRAFFIC

S-7DWG NO. IN

LANDING, SEE DETAILS

RECONSTRUCT

S-10NO.

DWG SEE

REPAIR DETAILS

FOR JOINT

FOR DETAILS, SEE DWG NO. S-11

BEAM WITH EXPOSED REBAR

LIMITS OF SPALLED CONCRETE

REPAIR SPALLED CONCRETE BEAM

LIMITS OF SPALLED CONCRETE BEAM WITH EXPOSED REBAR/

NO. S-11

BEAM FOR DETAILS, SEE DWG

REPAIR SPALLED CONCRETE

DETERIORATED JOINT SEAL

WATER LEAKAGE DUE TO

E

S-11

E

S-11

DWG NO. S-11

OF RAMP,FOR DETAILS SEE

RAMP, FULL LENGTH X EACH SIDE

C.M.U WALL THROUGHOUT THE

BETWEEN CONCRETE CURB AND

INSTALL IMPREGNATED FOAM GLAND

SYSTEM.

BOTH TRENCH DRAINS SHALL BE CLEANED USING A FLUSH-CLEANING METHOD OF DRAINAGE 3.

JOINT REPAIR DETAILS.

SEE SECTION-E IN DRAWING NO. S-11 FOR LIMITS OF MEMBRANE WATERPROOFING AND 2.

SEE REPAIR DETAILS ON DWG. NO. S-11.

APPLICABLE. WORK SHALL BE PAID FOR UNDER ITEM NO. 0609001A “REPOINTED MASONRY.”

CONTRACTOR SHALL REPOINT C.M.U. WALL CRACKS ALONG BOTH SIDES OF RAMP, WHERE 1.

NOTE:

FOR DETAILS, SEE DWG NO. S-11

INSTALL IMPREGNATED FOAM GLAND AT FB6

STATIONS

BASE LINE

SHEET NO.

2/11/2026

BLOCK:

SIGNATURE/

DRAWING TITLE: FRAMING PLAN

S-3

TOWN(S):

DESIGNER/DRAFTER: S.R.K. CHECKED BY: R.H.S.

MNB035263

BRIDGEPORT

REHABILITATION OF THE ACCESS RAMP OF MARGARET E. MORTON GOVERNMENT CENTER

PLOTTED DATE:

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EXISTING FRAMING PLAN

SCALE: 1"=10'

PROPOSED FRAMING PLAN

L K J H G F E D C B A

L K J H G F E D C B A

Bs

100+00 125+00 150+00 175+00 200+00 225+00 250+00 275+00 300+00 325+00 350+00 366+00

25'-0"

25'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 16'-0" 11'-0" 25'-0"

S1

S2

S3

W 24X

W 18X40

W

X

FB1

W21X50)FB2 ( DO)FB3 ( DO)FB4 ( DO)FB5 ( DO)FB6 ( DO)FB7 ( DO)FB8 (

W21X50)FB9 (

F B

FB11

FB12

- STRINGERS#

-FLOOR BEAMFB#

LEGEND:

Bs

S1

S2

S3

FB11

FB12

ELSEWHERE NEAR COLUMN F2

” THICKNESS REMAINING 8

1L4"X4" ANGLE WITH

THERE IS 4” X 2” HOLE AT BOTTOM LEG OF

FLOORBEAM TO COLUMN

AT BETWEEN BOTH SIDES OF

HEAVILY RUSTED CONNECTION

WITH ¼” REMAINING AT BOTTOM FLANGE OF FLOOR BEAM

COLUMN AT WEB OF FLOOR BEAM, 6’ LONG X FULL WIDTH

X 10” HIGH X ¼” DEEP SECTION LOSS AT WEB END NEAR

” DEEP SECTION LOSS, 8” LONG 8

16’ LONG X 4” HIGH X

FB

FB1 (W21X44)

ANGLE (TYP.)

" 8

3EXISTING L4X4X

ANGLE (TYP.)

" 8

3EXISTING L4X4X

AT STRINGER S3 AT NORTH SIDE OF COLUMN C2

HEAVILY RUSTED CONNECTION BOLTS AND ANGLE

AISC STEEL CONSTRUCTION MANUAL.

ON THE DRAWINGS ARE IN ACCORDANCE WITH THE LATEST

EXISTING FLOORBEAM AND STRINGER DESIGNATIONS SHOWN 2.

AND LOCALIZED AREAS ON STRUCTURAL STEEL. DO NOTHING.

" AT BEAM END16

1THERE ARE INSIGNIFICANT SECTION LOSSES ± 1.

NOTES:

SEE DETAILS IN DRAWING S-4,

THE COLUMN AT SITE NO. 1,

FLOORBEAM CONNECTIONS TO

BRACKET & REPLACE EXISTING

INSTALL TEMPORARY SUPPORT

SEE DETAILS IN DRAWING S-5

NORTH SIDE ONLY (SITE NO. 2)

CONNECTIONS TO THE COLUMN

REPLACE EXISTING FLOORBEAM

(SITE NO. 3), SEE DETAILS IN DRAWING S-6

STRINGER TO FB-9 NORTH SIDE ONLY

REPLACE CONNECTION OF EXISTING

FLANGE OF FLOORBEAM

LONG COVER PLATE TO BOTTOM

" THICK X 8" WIDE X 14'-9" ±2

1ADD

L OF RAMPC

1 2

TOP OF PAVEMENT

EDGE OF C.M.U. WALL

TOP OF CURB

FLOOR BEAM

STRINGER (TYP.)

"=1'2

1SCALE:

TYPICAL EXISTING CROSS SECTION

2'-0"2'-0"

CURB TO CURB

14'-3"

STRINGER

ENCASEMENT OF EXISTING

LIMITS OF REMOVAL CONCRETE

2'-0"2'-0"

CITY OF BRIDGEPORT

ENCASEMENT REMOVED BY

EXISTING STRINGER CONCRETE

DETERIORATED SURFACES FOLLOWING REPAIR.

REMOVAL OF EXISTING ENCASED CONCRETE OR WHERE STEEL IS EXPOSED AS A RESULT OF RUSTED OR INTUMESCENT FIRE-RESISTANT PAINT SHALL BE APPLIED ONLY WHERE EXISTING STEEL IS EXPOSED DUE TO

PAINTING OF EXISTING STEEL” SHALL BE APPLICABLE ONLY TO AREAS OF STRUCTURAL STEEL REPAIRS.

PAY LIMITS FOR “INTUMESCENT FIRE-RESISTANT PAINT” AND “LOCALIZED PAINT REMOVAL AND FIELD

NOTE:

FIRE-RESISTANT PAINT

& APPLICATION OF INTUMESCENT

LIMITS OF SURFACE PREPARATION

FIRE-RESISTANT PAINT

& APPLICATION OF INTUMESCENT

LIMITS OF SURFACE PREPARATION

W18X35

W18X35

DO DO

W18X35

W18X35

DO

W18X35

W18X35

DO

W18X35

W18X35

DO

W18X35

W18X35

DO

W18X35

W18X35

DO

W18X35

W18X35

DO

W18X35

W18X35

W16X31

W18X35

W16X26

W18X35

W18X35

DO DO

W18X35

W18X35

DO

W18X35

W18X35

DO

W18X35

W18X35

DO

W18X35

W18X35

DO

W18X35

W18X35

DO

W18X35

W18X35

DO

W18X35

W18X35

W16X31

W18X35

W16X26

W 18X35

W X

W X

W 24X68

W 18X40W

18X35

W X

W X

W X

" 7

15'-3"

STATIONS

BASELINE

FB1 (W21X44) W21X50)FB2 ( DO)FB3 ( DO)FB4 ( DO)FB5 ( DO)FB6 ( DO)FB7 ( DO)FB8 (

W21X50)FB9 (

W

X

W36X135

W36X135

W

X

1" 10"

S

P A

C E

S

"2

1"

5"

1"

" 2

21'-6"

1"10"

1'-6"

" ±2

1'-7 ±" 2

1'-7

3'-0" ± 3'-0"

1"6"

±" 2

1'-7

±1'-1"

1" 6"

±" 2

1'-7

±1'-1"

PROJECT DESCRIPTION:

BID NUMBER: DRAWING NO.

SHEET NO.

2/11/2026

BLOCK:

SIGNATURE/

DRAWING TITLE: MISCELLANEOUS DETAILS AT F2 COLUMN

S-4

TOWN(S):

DESIGNER/DRAFTER: S.R.K. CHECKED BY: R.H.S.

MNB035263

BRIDGEPORT

REHABILITATION OF THE ACCESS RAMP OF MARGARET E. MORTON GOVERNMENT CENTER

PLOTTED DATE:

Y:\Projects\R127-8 Condition Inspection of Bridgeport City Hall 999 Broad St\CAD\Ramp Repairs\F2 Details.dgn FILE NAME: rhsuser15 LASTED SAVED BY:

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1'-6"

T Y

P

CL

FB-6 TO REMAIN

(FLOORBEAM)

W21X50

FORM

OVER STAY-IN-PLACE

EXISTING DECK SLAB

TOP & BOTTOM PLATE

8" X 8" X 1" THICK

HSS6.000X0.250

ANGLE TO REMAIN

EXISTING C.M.U. WITH

AT FLOORBEAM AT COLUMN LINE F2 (SITE NO. 1)

PROPOSED STRUCTURAL STEEL REPAIR DETAILS

"=1'2

SCALE: 1

NORTH SIDE AT COLUMN LINE F2

"=1'2

SCALE: 1

SOUTH SIDE AT COLUMN LINE F2

"=1'2

SCALE: 1

SECTION B

CL

(COLUMN LINE F2)

W12X106 CL

W18X35

STRINGER (S3)

1" DIA. A325 BOLTS (TYP.)

BIGGER TO ACCOMODATE (5)

"16

AND REAM BOLT HOLE TO 1

REPLACE EXISTING BOLTS

(S3) TO REMAIN

EXISTING STRINGER

HSS6.000X0.250

PLATE

TOP AND BOTTOM

8" X 8" X 1" THICK

SUPPORT BRACKET

SUPPORT TO REMAIN

EXISTING COLUMN AND

EXISTING PAVEMENT

ANGLE TO REMAIN

EXISTING C.M.U. WITH

ANGLE TO REMAIN

EXISTING C.M.U. WITH

B

S-4

B

S-4

CL

W18X35

STRINGER (S3)

(COLUMN LINE F2)

W12X106 CL

CL

W21X50 (FLOORBEAM)

W12X106 (COLUMN LINE F2)&

"=1'2

SCALE: 1

NORTH SIDE AT COLUMN LINE F2

"=1'2

SCALE: 1

SOUTH SIDE AT COLUMN LINE F2

EXISTING DETAILS AT COLUMN LINE F2

"=1'2

SCALE: 1

SECTION A

FORM

OVER STAY-IN-PLACE

EXISTING DECK SLAB

CL

FB-6 TO REMAIN

(FLOORBEAM)

W21X50

A

S-4

CL

(COLUMN LINE F2)

W12X106 CL

W18X35

STRINGER (S3)

EXISTING PAVEMENT

TO REMAIN

STRINGER (S3)

EXISTING

BOLTS AND ANGLE

REMOVE EXISTING

ANGLE

EXISTING C.M.U. WITH

WITH ANGLE

EXISTING C.M.U.

CL

W18X35

STRINGER (S3)

(COLUMN LINE F2)

W12X106 CL W21X50 (FLOORBEAM)

W12X106 (COLUMN LINE F2)ANDCL

(TYP.)

STRINGER (S3)

EXISTING

ANGLES

BOLTS AND

REMOVE EXISTING

16'' LONG

" THICK X2

WITH L5X5X

REPLACE EXISTING ANGLE

16" LONG

" THICK X2

WITH L5X5X

REPLACE EXISTING ANGLE

NOT SHOWN FOR CLARITY.

EXISTING DECK & STRINGERS

NOTE:

ANGLE TO REMAIN

EXISTING C.M.U. WITH

EXISTING DECK NOT SHOWN FOR CLARITY.

NOTE:

H.S. BOLTS (TYP.)

" DIA. A325 8

H.S. BOLTS (TYP.)

" DIA. A325 8

4 SPACES @ 3" = 12"

1" DIA. A325 H.S. BOLTS(TYP.)

WEST FLANGE

ON COLUMN F2

FULL WIDTH X 2' ±

” SECTION LOSS16

OF ANGLE

AT BOTTOM FLANGE

" THICK REMAINING8

FLANGE OF ANGLE

4" X 2" HOLE AT BOTTOM

" THICK REMAINING AND 8

WEST FLANGE

ON COLUMN F2

FULL WIDTH X 2' ±

” SECTION LOSS16

ANGLE

BOTTOM FLANGE OF

& 4" X 2" HOLE AT

" THICK REMAINING8

ANGLE

EXISTING C.M.U. WITH

FLOORBEAM

BOTTOM FLANGE OF

FULL WIDTH X 3' ±

ECTION LOSS S

TO COVER HOLE

UNDER EXISTING ANGLE

" THICK PLATE 8

3LONG X

INSTALL 3" WIDE X18"

PLATE TO EXISTIN ANGLE

C.M.U. TO WELD NEW

TRIM EDGE OF EXISTING

UNDER EXISTING ANGLE

3" WIDE PLATE

" THICK X8

3INSTALL

OF ANGLE

STING BOTTOM FLANGE EXI

A

S-4

EXISTING PAVEMENT

BOLTS & ANGLE

REMOVE EXISTING

STRINGER (S3)

EXISTING

WITH ANGLE

EXISTING C.M.U.

WEST FLANGE

ON COLUMN LINE F2

FULL WIDTH X 2' ±

” SECTION LOSS 16

OF ANGLE

AT BOTTOM FLANGE

" THICK REMAINING 8

FLOORBEAM

BOTTOM FLANGE OF

FULL WIDTH X 3' ±

ECTION LOSS S FLOORBEAM

BOTTOM FLANGE OF

" LOSS FULL WIDTH X 3' ±4

ANGLE

BOTTOM FLANGE OF

" THICK REMAINING AT 8

WITH ANGLE

EXISTING C.M.U.

1" DIA. A325 BOLT (TYP.)

BIGGER TO ACCOMODATE (5)

"16

1 AND REAM BOLT HOLE TO 1

REPLACE EXISTING BOLTS

(S3) TO REMAIN

EXISTING STRINGER

PLATE

TOP AND BOTTOM

8" X 8" X 1" THICK

SUPPORT BRACKET

SUPPORT TO REMAIN

EXISTING COLUMN AND

PAVEMENT

EXISTING

ANGLE TO REMAIN

EXISTING C.M.U. WITH

16" LONG

" THICK X2

1 WITH L5X5X

REPLACE EXISTING ANGLE

H.S. BOLTS (TYP.)

" DIA. A325 8

SEE LIMITS IN S-3

ENCASEMENT,

REMOVE CONCRETE

PROPOSED SUPPORT BRACKETS FOR GOOD FIT

EXISTING STRUCTURAL STEEL PRIOR TO THE FABRICATIONS OF

CONTRACTOR TO FIELD VERIFY DIMENSIONS AND SIZES OF

NOTE:

SEE LIMITS IN S-3

ENCASEMENT,

REMOVE CONCRETE

SUPPORT SYSTEM NO. 1 SHALL REMAIN IN PLACE.

PAID UNDER ITEM NO. 0603779A "TEMPORARY SUPPORT SYSTEM NO. 1". TEMPORARY

SUPPORT BRACKET, HSS6.000X0.250, STEEL PLATES AND CONNECTION BOLTS SHALL BE

NOTE:

(TYP.)

HSS6.000X0.250

3 - SIDES

TIGHT FIT

TIGHT FIT

1" CLIP IN PLATE

1" CLIP IN PLATE

2-2

1"10"

1'-6"

1" 6"

1'-0"1'-0"

PROJECT DESCRIPTION:

BID NUMBER: DRAWING NO.

SHEET NO.

2/13/2026

BLOCK:

SIGNATURE/

DRAWING TITLE: MISCELLANEOUS DETAILS-1 AT C2 COLUMN

S-5

TOWN(S):

DESIGNER/DRAFTER: S.R.K. CHECKED BY: R.H.S.

MNB035263

BRIDGEPORT

REHABILITATION OF THE ACCESS RAMP OF MARGARET E. MORTON GOVERNMENT CENTER

PLOTTED DATE:

Z:\Projects\R127-8 Condition Inspection of Bridgeport City Hall 999 Broad St\CAD\Ramp Repairs\Column C2 Details.dgn FILE NAME: Rhsuser20 LASTED SAVED BY:

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SCALE: 1"=1'

PLAN

SCALE: 1"=1'

PLAN

(COLUMN LINE C2)

W14X120 CL

(COLUMN LINE C2)

W14X120 CL

S3 S2

S3 S2

(FB9)

EXISTING FLOORBEAM

AT FLOOR BEAM AT COLUMN LINE C2 (SITE NO. 2)

PROPOSED STRUCTURAL STEEL REPAIR DETAILS

EXISTING DETAILS AT COLUMN LINE C2 "=1'2

SCALE: 1

NORTH SIDE AT COLUMN LINE C2

"=1'2

SCALE: 1

NORTH SIDE AT COLUMN LINE C2

CL

(COLUMN LINE C2)

W14X120 CL W18X35 (S3)

CL W18X35 (S2)

CL

(FLOORBEAM FB9)

W21X50

TO REMAIN

EXISTING FLOORBEAM

BOLTS AND ANGLE

REMOVE EXISTING

EXISTING PAVEMENT

FORM

OVER STAY-IN-PLACE

EXISTING DECK SLAB

PLATE NORTHSIDE ONLY

BOLTS AND ANGLE /

REMOVE EXISTING

RUST

WEB DUE TO HEAVY LAMINATED

SECTION LOSS ALONG BOTTOM

" DEEP 8

6' LONG X 4" HIGH X

REMAINING ON BOTTOM FLANGE

" THICKNESS4

LAMINATED RUST,

SECTION LOSS DUE TO HEAVY

6' LONG X FULL WIDTH FLANGE

TOP FLANGE. DO NOTHING.

TO HEAVY LAMINATED RUST ON

" SECTION LOSS DUE8

" TO 16

X

6' LONG X FULL WIDTH FLANGE

OF STRINGER (S3)

REMAINING ON BOTTOM FLANGE

" THICKNESS4

LAMINATED RUST,

SECTION LOSS DUE TO HEAVY

2' LONG X FULL WIDTH FLANGE

AT NORTH SIDE ONLY

ALONG WEB OF FLOORBEAM FB9

" THICK8

INSTALL 6" HIGH PLATE X

AND GRIND OFF WELD SMOOTH

REMOVE EXISTING PLATE / ANGLE

PROPOSED SUPPORT BRACKET

" DIA. A325 H.S. BOLTS (TYP.)10# 1

1/2" THICK X 16" L ANGLE 5"X5"X

OFF WELD SMOOTH & INSTALL

REMOVE EXISTING ANGLE, GRIND

ACCOMODATE (5) 1" DIA A325 BOLTS

" DIA TO16

HOLE SIZE TO 1

REMOVE EXISTING BOLTS & REAM

SEE LIMITS IN S-3

FROM STRINGER (S3)

CONCRETE AND FIRE-PROOFING

REMOVE EXISTING IN-CASED

TO REMAIN

EXISTING FIRE-PROOFING

TO REMAIN

FIRE-PROOFING

EXISTING

CL

(FLOORBEAM FB9)

W21X50

CL W18X35 (S2)

CL W18X35 (S3)

CL

LINE C2)

(COLUMN

W14X120

PROPOSED PAVEMENT

FORM

OVER STAY-IN-PLACE

EXISTING DECK SLAB

BRACKET

PROPOSED SUPPORT

EXISTING STRINGER (TYP.)

S2 S3

S3 S2

(FB9)

EXISTING FLOORBEAM

PLATE IN S-6

SEE DETAIL FOR COVER

A

S-6

EXISTING C.M.U. TO REMAIN

EXISTING C.M.U. TO REMAIN

OF BRIDGEPORT TO REMAIN

" INSTALLED BY CITY1 L6X6X

COVER PLATE

1/2" THICK X 8" WIDE

BRIDGEPORT TO REMAIN

" INSTALLED BY CITY OF1 L6X6X

(TYP.)

3" MIN. (TYP.)

3" (TYP.)

(TYP.)

BENT PLATE

" THICK 2

NSTALL I

16"L ANGLE NORTHSIDE ONLY

" THICK X2

5"X5"X PLATE WITH

REPLACE EXISTING ANGLE /

NORTH SIDE ONLY

OF FLOORBEAM FB9 OF

6" HIGH PLATE ALONG WEB

" THICK X 8

INSTALL

"TEMPORARY SUPPORT SYSTEM NO. 2". TEMPORARY SUPPORT SYSTEM NO. 2 SHALL REMAIN IN PLACE.

PROPOSED SUPPORT BRACKET AND CONNECTION BOLTS SHALL BE PAID UNDER ITEM NO. 0603780A 2.

TO THE FABRICATIONS OF PROPOSED SUPPORT BRACKETS FOR GOOD FIT.

CONTRACTOR TO FIELD VERIFY DIMENSIONS AND SIZES OF EXISTING STRUCTURAL STEEL MEMBERS PRIOR 1.

NOTE:

1" DIA A325 BOLT

" DIA HOLE TO ACCOMODATE16

BOLTS AND REAM HOLE SIZE TO 1

REMOVE EXISTING ANGLE &

ACCOMODATE (4) 1" DIA A325 BOLTS

" DIA TO 16

HOLE SIZE TO 1

REMOVE EXISTING BOLTS & REAM

" THICK BENT PLATE2

INSTALL D

S-6

2-2

1" CLIP IN PLATE

EXISTING C.M.U. TO REMAIN

SHEET NO.

2/13/2026

BLOCK:

SIGNATURE/

DRAWING TITLE: MISCELLANEOUS DETAILS-2 AT C2 COLUMN

S-6

TOWN(S):

DESIGNER/DRAFTER: S.R.K. CHECKED BY: R.H.S.

MNB035263

BRIDGEPORT

REHABILITATION OF THE ACCESS RAMP OF MARGARET E. MORTON GOVERNMENT CENTER

PLOTTED DATE:

Z:\Projects\R127-8 Condition Inspection of Bridgeport City Hall 999 Broad St\CAD\Ramp Repairs\Column C2 Details.dgn FILE NAME: Rhsuser20 LASTED SAVED BY:

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2'-6"

(6) 6" BLOCKS

3'-0"

" AT4

(COLUMN LINE C2)

W14X120 CL

(COLUMN LINE C2)

W14X120 CL

VERTICAL POST

.250 HSS6.000X0

"=1'4

SCALE:

PROPOSED STRINGER REPAIRS AT TEMPORARY SUPPORT AT NORTH SIDE C2 (SITE NO. 3)

CONCRETE PAD

RAISED

W16X26 (S3)

EXISTING STRINGER

X16" L ANGLE

" THICK2

& INSTALL 5"X5"X

GRIND OFF WELD SMOOTH

REMOVE EXISTING ANGLE,

A325 BOLT

ACCOMODATE (5) 1" DIA.

" BIGGER TO16

AND REAM BOLT HOLE TO

REPLACE EXISTING BOLTS

"=1'2

SCALE: 1

SECTION A

"2

1"

5"

1"

"2

1'-0"

S

P A

C E

S

SCALE: 3"=1'

SECTION B

B

S-6

CL

FLOORBEAM FB9

W21X50

"=1'4

SCALE:

COVER PLATE UNDER FLOORBEAM FB9 AT COLUMN LINE-C

(TYP.)

EXISTING STRINGER

WELDED COVER PLATE

" THICK X 8" WIDE2

COVER PLATE

" THICK X 8" WIDE2

IN THIS SHEET

SEE DETAIL C

SCALE: 3"=1'

DETAIL C

PLAN

FB9

FLOORBEAM

W21X50CL

COVER PLATE

" THICK2

8" WIDE X

3" 1'-0"

FLOORBEAM

BOTTOM FLANGE OF

END OF COVER PLATE AT

FLOORBEAM FB9

W21X50CL

SIDE ONLY

FLOORBEAM OF NORTH

THICK ALONG WEB OF

"8

INSTALL 6" HIGH PLATE X

1'-0" 1'-0"

(FLOORBEAM)

W21X50

"TEMPORARY SUPPORT SYSTEM NO. 3".

TO SUPPORT THE STRINGER SHALL BE PAID FOR UNDER ITEM NO. 0603781A

STEEL PLATES, BEVELED STEEL PLATE, TIMBER BLOCKS, AND HSS6.000X0.250 2.

SUPPORT BRACKETS FOR GOOD FIT.

TO THE FABRICATIONS OF PROPOSED STRUCTURAL STEEL MEMBERS PRIOR

CONTRACTOR TO FIELD VERIFY DIMENSIONS AND SIZES OF EXISTING 1.

NOTE:

COVER PLATE

" THICK X 8" WIDE2

TO REMAIN

EXISTING ANGLE / PLATE

TOP OF 2ND FLOOR

LONG TIMBER BLOCKS

2 LAYERS OF (6) 6"X6"X3'-0"

SIDE ONLY

FLOORBEAM OF NORTH

PLATE ALONG WEB OF

THICK X 6" HIGH"8

INSTALL

"=1'2

SCALE: 1

SECTION D

(COLUMN LINE C2)

W14X120 CL

SIDE ONLY

WEB OF STRINGER INSIDE

" THICK ALONG8

PLATE X

INSTALL 2'-0" LONG 6" HIGH

SIDE ONLY

WEB OF STRINGER INSIDE

" THICK ALONG8

PLATE X

INSTALL 2'-0" LONG 6" HIGH

W18X35

EXISTING STRINGER

X 1'-0" LONG BENT PLATE

" THICK2

INSTALL 8"X5"X

1" DIA A325 BOLTS

" DIA TO ACCOMODATE (8)16

SIZE TO 1

REMOVE EXISTING BOLTS & REAM HOLE

S3 W16X26

EXISTING STRINGERCL

S2 W16X31

EXISTING STRINGERCL

S1 W18X35

EXISTING STRINGERCL

1'-0"

2-2

"4

PLATE SECURED TO BOTTOM FLANGE

" THICK AT BEVELED4

10"X10"X

SECURED TO WOODEN BLOCKS

" THICK PLATE4

10"X10"X

"16

WIDTH

EXISTING FLANGE

S1 W18X35

EXISTING STRINGERCL

SECURE TO CONCRETE FLOOR

4'-0"X4'-0"X1" STEEL PLATE

X 1'-0" LONG BENT PLATE

" THICK2

INSTALL 8"X5"X

CL

CL

"16

FACE OF THE COLUMN

3-SIDES

SHEET NO.

2/11/2026

BLOCK:

SIGNATURE/

DRAWING TITLE: TRENCH DRAIN REPAIR DETAILS

S-7

TOWN(S):

DESIGNER/DRAFTER: S.R.K. CHECKED BY: R.H.S.

MNB035263

BRIDGEPORT

REHABILITATION OF THE ACCESS RAMP OF MARGARET E. MORTON GOVERNMENT CENTER

PLOTTED DATE:

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L

1 2

B

S-7

L OF RAMPC

CURB LINE CURB LINE

SIDEWALK

LANDING UPTO EXISTING

PROPOSED CONCRETE

TRENCH DRAIN

PROPOSED PRECAST

WALL

FOUNDATION

EXISITNG

OF EXISTING CURB

REMOVAL LIMITS

SIDEWALK

UPTO EXISTING

EXCAVATION LIMITS

L

1 2

L OF RAMPC

CURB LINE

CURB LINE

TRENCH DRAIN

REMOVE AND REPLACE

2% MIN. SLOPE

JOINT SEALER

" 2

" X 2

JOINT FILLER WITH

" PREFORMED EXPANSION2

EXISTING SIDEWALK

GRANULAR FILL

12" THICK

GRANULAR FILL

LANDING

6" THICK CONCRETE

6"6"

1'-2"

FOUNDATION WALL

EXTERIOR FACE OF

6" MIN. EMBEDMENT

DRILL & BOND 2 #4 @12"

OVERLAY

" PROPOSED BITUMINOUS2

EXISTING RAMP

CHANNELS OR APPROVED EQUAL

POWERDRAIN-S300K IRON EDGED

PROPOSED PRECAST TRENCH DRAIN

WALL

FOUNDATION

EXISITNG

OVERLAY

TOP OF BITUMINOUS

EXISTING SIDEWALK

FOUNDATION WALL

EXTERIOR FACE OF

EXISTING RAMP

TRENCH DRAIN

REMOVE & REPLACE

EXISTING TRENCH DRAIN AT COLUMN LINE-L1 & L2

"=1'2

SCALE:

PLAN

"=1'2

SCALE:

PLAN

"=1'4

SCALE:

SECTION-A

A

S-7

"=1'4

SCALE:

SECTION-B

PROPOSED TRENCH DRAIN AT COLUMN LINE-L1 & L2

L

IM

IT

S

O F

E X

C A

V A

T

IO

N

EDGE OF EXISTING SIDEWALK

LIMITS OF EXCAVATION TO

6" MIN EMBEDMENT

DRILL & BOND #4 @ 12" MIDWAY

FABRIC MIDWAY(TYP.)

6 X 6 W4 XW4 WELDED WIRE

BITUMINOUS/CONCRETE LANDING

REMOVE EXISTING

NOTE:

SHOWN IN PLAN SHALL BE PAID FOR UNDER THE ITEM "STRUCTURE EXCAVATION - EARTH (COMPLETE)".

REMOVAL OF BITUMINOUS/ CONCRETE LANDING AND THE LIMITS OF STRUCTURAL EXCAVATION AS

PROJECT DESCRIPTION:

BID NUMBER: DRAWING NO.

SHEET NO.

2/11/2026

BLOCK:

SIGNATURE/

DRAWING TITLE: JOINT REPAIR DETAILS-1

S-8

TOWN(S):

DESIGNER/DRAFTER: S.R.K. CHECKED BY: R.H.S.

MNB035263

BRIDGEPORT

REHABILITATION OF THE ACCESS RAMP OF MARGARET E. MORTON GOVERNMENT CENTER

PLOTTED DATE:

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" JOINT SEALER (TYP.)2

" X 2

WITH

" PREFORMED EXPANSION JOINT2

L FLOORBEAMC

L FLOORBEAMC

(TYP.)

L FLOORBEAMC

L FLOORBEAMC

L FLOORBEAMC

(TYP.)

L FLOORBEAMC

A

S-8

"=1'4

SCALE:

PLAN

"=1'4

SCALE:

PLAN

"=1'1SCALE:

SECTION-A

"=1'1SCALE:

SECTION-B

TYPICAL EXISTING JOINT DETAIL AT RAMP FLOORBEAM

TYPICAL PROPOSED REPAIR AT RAMP FLOORBEAM

TOP & BOTTOM (TYP.)

DRILL & BOND 2#6

IN SLAB 6" MIN EMBEDMENT (TYP.)

DRILL & BOND #6 @ 12" MIDWAY CURB LINE

OVERLAY AND CURB

EXISTING RAMP CONCRETE

LIMITS OF REMOVAL

MEMBRANE WATERPROOFING

" BITUMINOUS OVERLAY WITH2

RECONSTRUCT DECK & CURB

4'-0"

TO TOP OF EXISTING DECK

MATCH TOP OF PROPOSED DECK

BITUMINOUS OVERLAY

REMOVE 1" +/- TOP OF

LIMITS OF REMOVAL DECK & CURB

4'-0"

CONCRETE OVERLAY

1" SAW CUT EXISTING

#6 @ 6"

@ 6" MIDWAY (TYP.)

DRILL & BOND #6

OVERLAY

6" ± CONCRETE

DECK TO REMAIN

EXISTING STRUCTURAL

CURB LINE

CURB LINE

#6 @ 6"

SECTION AT JOINT IN S-9

SEE DETAIL TYPICAL CROSS

CURB LINE

1 2

1 2

1'-6" SPLICE

IN SLAB 6" MIN. EMBEDMENT (TYP.)

DRILL & BOND #6 @ 12" MIDWAY

INTO SLAB

1" SAW CUT

INTO SLAB

1" SAW CUT

#4 @ 12"

LEGEND:

LIMITS OF REMOVAL

B

S-8

6" 14'-3" 6"6"

6" 14'-3" 6" 6"

OF RAMP, SEE DETAILS IN S-11.

AND BACKER ROD X FULL LENGTH

IMPREGNATED FOAM GLAND

MATERIAL AND INSTALL NEW

REMOVE EXISTING JOINT

OF RAMP, SEE DETAILS IN S-11.

AND BACKER ROD X FULL LENGTH

IMPREGNATED FOAM GLAND

MATERIAL AND INSTALL NEW

REMOVE EXISTING JOINT

LIMITS OF REMOVAL EXISTING RAMP CONCRETE OVERLAY & CURB

15'-3"

2 SPACES @ 7'-6" = 15'-0"

2 SPACES @ 7'-6" = 15'-0"

6" ±

6"6" 6"

"2

1'-4 "2

1'-7

"2

1'-7"2

1'-4

" JOINT SEALER2

" X 2

WITH

" PREFORMED EXPANSION JOINT2

2'-0" SPLICE

PROJECT DESCRIPTION:

BID NUMBER: DRAWING NO.

SHEET NO.

2/11/2026

BLOCK:

SIGNATURE/

DRAWING TITLE: JOINT REPAIR DETAILS-2

S-9

TOWN(S):

DESIGNER/DRAFTER: S.R.K. CHECKED BY: R.H.S.

MNB035263

BRIDGEPORT

REHABILITATION OF THE ACCESS RAMP OF MARGARET E. MORTON GOVERNMENT CENTER

PLOTTED DATE:

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1" COVER

RECONSTRUCT CONCRETE OVERLAY & CURB

15'-3"

6"

6"

LINE (TYP.)

L COLUMN C

LINE (TYP.)

L COLUMN C

LINE (TYP.)

L COLUMN C

LINE (TYP.)

L COLUMN C

"=1'4

SCALE:

EXISTING CROSS SECTION

"=1'4

SCALE:

PROPOSED CROSS SECTION

STRINGER (TYP.)

(TYP.)

FLOORBEAM

TO REMAIN

EXISTING REINFORCEMENT

FLOOR BEAM

STRINGER (TYP.)

TO REMAIN

EXISTING REINFORCEMENT

MEMBRANE WATERPROOFING

" BITUMINOUS OVERLAY WITH2

"STEEL (MISCELLANEOUS)"

STEEL PLATE AT JOINT SHALL BE PAID UNDER THE ITEM NO. 0603431 2.

" THICK X 6" WIDE STEEL PLATE SECURED TO DECK.4

SEALER &

TYPICAL WHERE APPLICABLE BACKER ROD TOPPED WITH JOINT 1.

NOTE:

SCALE: 3"=1'

TYP. CROSS SECTION AT JOINT

FIELD VERIFY EXISTING CONCRETE OVERLAY THICKNESS

NOTE:

#6 @ 6"#4 @ 12"

LIMITS OF REMOVAL

SCALE: 3"=1'

TYP. CURB REINFORCEMENT CROSS SECTION AT JOINT

#4 @ 12"

"4

#6 @ 6"

BACKER ROD

JOINT SEALER OVER

BE FIELD VERIFIED

BACKER ROD SIZE TO

SECURED TO DECK SLAB

" THICK X 6" WIDE STEEL PLATE 4

MEMBRANE WATERPROOFING

" BITUMINOUS OVERLAY WITH2

MEMBRANE WATERPROOFING

" BITUMINOUS OVERLAY WITH2

TO REMAIN

EXISTING CURB

OF RAMP, SEE DETAILS IN S-11.

AND BACKER ROD X FULL LENGTH

IMPREGNATED FOAM GLAND

MATERIAL AND INSTALL NEW

REMOVE EXISTING JOINT

OF RAMP, SEE DETAILS IN S-11.

AND BACKER ROD X FULL LENGTH

IMPREGNATED FOAM GLAND

MATERIAL AND INSTALL NEW

REMOVE EXISTING JOINT

CHAMFER (TYP.)

3/4" X 3/4"

PLAN

BID NUMBER: DRAWING NO.

SHEET NO.

2/11/2026

BLOCK:

SIGNATURE/

DR…