Willow_&_Nicoll_Raised_Intersection_-_100%_CD.pdf

PDF 37 MB Posted May 8, 2026

Attached to: Willow & Nicoll Raised Intersection
Solicitation number: 2026-ITB-325
Issued by: New Haven County, Connecticut

About this file

Written by GovTribe AI · Jun 23, 2026

This document constitutes 100% Construction Documents for the City of New Haven Department of Engineering's Willow & Nicoll Raised Intersection project, designed by A. Weber and approved by Giovanni Zinn, P.E., City Engineer, with Mayor Justin M. Elicker's oversight. The project aims to increase safety and accessibility at the intersection of Willow Street and Nicoll Street in New Haven, Connecticut through comprehensive site improvements. Work scope includes demolition of existing asphalt, sidewalk, and curb; construction of a raised asphalt intersection with granite curbing; installation of concrete sidewalks and reinforced stamped concrete medians with brick red brick pattern; installation of four concrete-filled steel bollards positioned two feet behind the proposed curb at each corner; utility cover adjustments including water valves, gas valves, manhole covers, and catch basin modifications; installation of detectable warning surfaces; and final pavement markings and signage. The construction documents comprise eight sheets: a cover sheet, demolition plan, curb and grading plan, site plan, signing and pavement marking plan, and four detail sheets covering specifications for granite curbs, approach ramps, and bollard installations. The project location encompasses the intersection of Willow Street and Nicoll Street, with construction staged in six phases to maintain traffic flow during implementation.

The construction specifications reference Connecticut Department of Transportation Standard Specifications for Roads, Bridges, Facilities and Incidental Construction and the City of New Haven Construction Standards established in January 2005. The project utilizes vertical and beveled granite curbing with specified reveals, radius curbing at intersections, and includes provisions for utility accommodations where curb conflicts with existing infrastructure. Traffic control during construction is detailed in the Maintenance and Protection of Traffic narrative, which mandates single-corner construction sequencing, maintains two 10-foot lanes on Willow Street with alternating one-way traffic on Nicoll Street during work, and implements full closure with detour routing during median and final paving phases. The contractor must coordinate with Connecticut Transit for Route 224 bus service detours and complete temporary bituminous pedestrian ramps at each corner apex during the phased construction process.

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Other files

File	Type	Posted
Willow_&_Nicoll_Raised_Intersection.pdf	PDF	May 24, 2026
Willow_&_Nicoll_Special_Provisions.pdf	PDF	May 19, 2026
Willow&NicollRaisedIntersection_HeavySchedule-5-12-26.pdf	PDF	May 12, 2026
ARPA_Subrecipient_Subaward_Agreement_(More_Than_$100000)_(MPB)_(TEMPLATE_11-26-24_UPDATE).pdf	PDF	Apr 1, 2026
EEOC_Vendors_Notice_of_Fees.pdf	PDF	Apr 1, 2026
05__Exhibit__Contract_Document.pdf	PDF	Apr 1, 2026
ARPA_Contractor_Agreement_($100000_OR_LESS)_(MPB)_(TEMPLATE_11-26-24_UPDATE).pdf	PDF	Apr 1, 2026
CEO_-_BOA_APPROVED_BUDGET_FINES_PENALTIES_CHART_FY-24-25.pdf	PDF	Apr 1, 2026
ARPA_Contractor_Agreement_(More_Than_$100000)_(MPB)_(TEMPLATE_11-26-24_UPDATE).pdf	PDF	Apr 1, 2026
ARPA_Subrecipient_Subaward_Agreement_($100000_OR_LESS)_(MPB)_(TEMPLATE_11-26-24_UPDATE).pdf	PDF	Apr 1, 2026
5-MBE_Utilization_Form.docx	DOCX document	Apr 1, 2026

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C-0

COVER

HONORABLE JUSTIN M. ELICKER, MAYOR

GIOVANNI ZINN, P.E.

CITY ENGINEER

CITY OF NEW HAVEN

CONNECTICUT

APPROVED:

GIOVANNI ZINN, P.E. DATE

23 8

26 25

9 15

SHEET LIST TABLE

SHEET NO. SHEET TITLE

C-0 COVER SHEET

C-1 DEMOLITION PLAN

C-2 CURB & GRADING PLAN

C-3 SITE PLAN

C-4 SIGNING & PAVEMENT MARKING PLAN

D-1 - D-4 DETAILS

MPT-1 MAINTENANCE & PROTECTION OF TRAFFIC DETAILS

CITY OF NEW HAVEN

DEPARTMENT OF ENGINEERING

WILLOW & NICOLL

RAISED INTERSECTION

100% CONSTRUCTION DOCUMENTS

Revision/IssueNo. Date

Project Number

Date

Sheet Number

Project Name and Address

Drawn By

A. WEBER

Sheet Title

Professional Seal

25-108-01

WILLOW & NICOLL

RAISED

INTERSECTION

A. WEBER

O F

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N G

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H O

N O

M . E

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R G

N N

I Z

N , P

E N

4/9/2026

CONSTRUCTION SPECIFICATIONS

CONNECTICUT DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROADS,

BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION FORM 819

CITY OF NEW HAVEN CONSTRUCTION STANDARDS

PROJECT LOCATION

CITY PROJECT NUMBER 25-108-01

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SCALE IN MILES

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DEPARTMENT OF ENGINEERING : JANUARY 2005

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.5 MILES

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PORTER

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PARMELEE AV

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N. FRONTAGE

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LEGION

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PORTER

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TYLER

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EVERGREEN CT.

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WINTHROP

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STONE

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AUSTIN

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FARNHAM

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ONYX

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JEWEL

AutoCAD SHX Text

W. ROCK AVE.

AutoCAD SHX Text

FIT

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WELLINGTON

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DYER

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RUBY

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PELHAM

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ROGER WHITE

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MOND

AutoCAD SHX Text A

AutoCAD SHX Text

BORN

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ROYNDON

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GOFFE

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COLONY

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BELLEVUE

AutoCAD SHX Text

MORELAND

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ST.

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HILL

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LA.

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BEAVER

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ROCK

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RD.

AutoCAD SHX Text

PINE

AutoCAD SHX Text

DR.

AutoCAD SHX Text

STIMSON RD.

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

VIEW TER.

AutoCAD SHX Text

GLEN

AutoCAD SHX Text

CRES

AutoCAD SHX Text

CENT

AutoCAD SHX Text

FITCH

AutoCAD SHX Text

PINE ROCK AV.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

PRESCOTT

AutoCAD SHX Text

WINT

AutoCAD SHX Text

GREEN

AutoCAD SHX Text

SPRI

AutoCAD SHX Text

SIDE

AutoCAD SHX Text

ROUTE 15

AutoCAD SHX Text

WINTERGREEN

AutoCAD SHX Text

PARK

AutoCAD SHX Text

BALDWIN

AutoCAD SHX Text

WAYFARER

AutoCAD SHX Text

ROCKVIEW

AutoCAD SHX Text

CIR

AutoCAD SHX Text

WILMOT

AutoCAD SHX Text

WILLOW

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AVE.

AutoCAD SHX Text

LAUREL

AutoCAD SHX Text

LODGE

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AVE.

AutoCAD SHX Text

BROOKSIDE

AutoCAD SHX Text

LEV

AutoCAD SHX Text

WIN

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TER

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GRE

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ROUTE 15

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WILBUR CROSS PKWY

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ORANGE AVE.

AutoCAD SHX Text

EDDY

AutoCAD SHX Text

THORN

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WHITE

AutoCAD SHX Text

WEST

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CLOVER PL

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MORRIS

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RED

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FIELD

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ARCH ST

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KOSSUTH

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BALDWIN

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HALLOCK ST

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DAGGETT ST

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HOWARD

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AVE.

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ELLIOTT ST

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ASYLUM

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WARD

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MORRIS

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ROSETTE

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KING

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HURLBURT

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BUTTON

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WILSON ST

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PUTNAM

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LAMBERTON

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AVE

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LINES

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DEWITT

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PORTSEA

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PUTNAM

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SPRING

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ST.

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EDGAR

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CEDAR

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ST.

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ST.

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ST.

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MINOR

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AMISTAD

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SALEM

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CHURCH ST

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SO.

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SHINGTON

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GILBERT

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LIBERTY

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CARLISLE

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ARTHUR

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GRANT

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PLYMOUTH

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ST.

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FIRST

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SECOND

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CASSIUS

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BOULEVARD

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ROAD B

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KIMBERLY

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GREENWICH

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FOURTH ST

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THIRD ST

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AVE.

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FIFTH

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CONNECTICUT

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SIXTH

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SEA

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AVE.

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WATER

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HARBOUR

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DR.

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HALLOCK

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LONG WHARF

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SARGENT

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LONG

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WEST

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RIVER

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DR.

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FOOD

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TERMINAL

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PLAZA

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LONG

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WHARF

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BREWERY

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CANAL DOCK RD.

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TURNPIKE

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ST.

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WHARF

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LIBERTY

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AVE.

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GOLD

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TOWER LA.

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ORANGE

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MEADOW

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WATER

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AVE.

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RD.

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TUNNEL

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LAF

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AYETTE

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RT. 34

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FRONTAGE

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CEDAR

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SOUTH

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AVE.

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SO.

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NO.

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OAK ST.

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COLLEGE

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HIGH

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FRONTAGE

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CROWN

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HOWE

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DWIGHT

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PARK

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HOWARD

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VERNON

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YORK

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CONNECTOR

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CHAPEL

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TEMPLE

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CHURCH

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GILL

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UNIVERSITY PL

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SPERRY

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LYNWOOD

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ST.

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BROADWAY

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PKWY

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TOWER

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YORK SQ.

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LAKE

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BRISTOL

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WEBSTER

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WINTER

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DR.

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LOCK

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SACHEM

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PROSPECT

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ST.

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GROVE

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ELM

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WALL

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ST.

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ST.

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PROSPECT

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HILLHOUSE

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CENTER

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ST.

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ORANGE

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ST.

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AL.

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PITKIN

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COURT

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ST.

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FAIR

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WOOSTER

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ACADEMY

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ARTIZAN

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ST.

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SAINT JOHN

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HUGHES

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CHURCH ST

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TRUMBULL

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AVE

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BRADLEY

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LINCOLN

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ST.

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ELD

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PEARL

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PLEASANT

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CLARK

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AUDUBON

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ST.

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STATE

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ST.

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ST.

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WILLIAM

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OSBORN

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BRADLEY

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LYON ST

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WHITNEY

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TEMPLE CT

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OLIVE

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UNION

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WARREN

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WATER

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BROWN

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DEPALMA

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CT.

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FRANKLIN

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GREENE

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SAINT JOHN

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IVES

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SO.

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WOOSTER ST

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BRIDGE

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FORBES

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ST.

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HAMILTON ST

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CHES

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TNUT

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WOOSTER

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WALLACE

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ST.

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PL.

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GRAND

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JEFF

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ERSON

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RIVER

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MILL

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AVE.

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FRANKLIN

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HAMILTON

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WALLACE

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NEW

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EAST

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CHAPEL

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JOHN

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HAVEN

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WOOLSEY

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EXCHANGE

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WOLCOTT

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MILL

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WALNUT

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HINE PL.

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BEECH

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HUMPHREY

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NASH

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NICOLL

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FOSTER

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ST.

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MECHANIC

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EAGLE

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STATE

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ST.

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MILL RIVER

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MARKET

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PECK

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JAMES

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CASTLE

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CLAY

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MAIN

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ALTON

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MONROE

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MURP

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EDWARDS

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WHITNEY

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HUMPHREY

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BISHOP

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PROSPECT

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LAWRENCE

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COTTAGE

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AVON

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LIVINGSTON

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MALTBY

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LINDEN

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WILLOW

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EVERIT

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ANDERSON

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BANK ST

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MITCHELL

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WARREN

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MAY

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CEDAR HILL

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GRACE

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ST.

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FERRY

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VIEW

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ROCK

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RIDGE ST

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MUNSON

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HILLSIDE

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WINCHESTER

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ADMIRAL

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GREGORY

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ASHMUN

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CANAL

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AVE.

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TILTON

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WOODLAND

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COMPTON

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DIXWELL

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WINCHESTER

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TOWNSEND

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ST.

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CHARLES

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ORCHARD

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DICKERMAN

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CHRISTOPHER

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GREEN

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GREAT

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GREEN

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DIEGO

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CT.

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MALCOM

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JOSE MARTI

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STATION

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CINQUE

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GREEN

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LITTLE

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GREEN

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UNION

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LLOYD

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COLD SPRING

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ST.

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DR.

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ENG

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ST.

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WELTON

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ALBERT

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CLIFF ST

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BURNS

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EVERIT

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DR.

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AVE

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EAST ROCK PARK

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FARNAM

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BEECHWOOD

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OGDEN

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RESERVOIR

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ST.

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RON

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TER

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AUTUMN ST

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ST.

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EDGE

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HILL

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RONAN

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EAST ROCK

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HIGHLAND

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CANNER

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LOOMIS

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HUNTINGTON

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TER

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SHEFFIELD

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SHELDON

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DIVISION

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GIBBS

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ARGYLE

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MANSFIELD

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NEWHALL

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W. IVY ST

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W. HAZEL

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HAZEL

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STARR

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LILAC

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BUTLER

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SHEPARD

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AVE

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CAVE

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LANDER

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READ

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THOMPSON

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HAZEL

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IVY

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BREWSTER

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SHELTON

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GOODYEAR

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WATSON

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W. READ

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DAISY

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GEM

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AVE.

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ADELINE

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FRANK

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TRUMAN

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WASHINGTON

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BARCLAY

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ELLA T. GRASSO

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LA.

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TERMINAL

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PRINTERS

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LONGHINI

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COLUMBUS

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HEDGE

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ANN ST

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BOND

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CONGRESS

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DOWN

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DAVENPORT

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ORCHARD ST

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HROP

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WINT

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STEVENS

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SYLVAN

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DAY

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WAVERLY

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MOTLEY PL.

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VINE ST

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AUBURN ST

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GREENWOOD

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GREENWOOD

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GEORGE

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CHAPEL

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SHERMAN

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GARDEN

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KENSINGTON ST

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ORCHARD

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BEERS

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CT.

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SHERMAN

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PLATT ST

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WHALLEY

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COUNTY

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HUDSON

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CARMEL

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PERCIVAL

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ST.

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ST.

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DIXWELL

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FORD ST

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HARDING

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W. DIVISION

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W. GIBBS

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COUNTY

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HENRY

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GOFFE

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AVE.

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TER

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SHERMAN

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CRESCENT

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MUNSON

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ST.

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PKWY.

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BASSETT

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WILLIS ST

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ST.

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DORMAN

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POND ST

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ELIZABETH ST

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CHERRY ANN ST

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EAST HAVEN

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NORTH HAVEN

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HAMDEN

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WOODBRIDGE

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WEST HAVEN

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ORANGE

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RAMSDELL

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PARKSIDE

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DAVIS ST

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RIDGE RD

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FARM RD

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HYDE ST

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PARK RD

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STATE ST

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ARMSTRONG ST

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ST.

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FOOTE

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EATON

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MEADOW VIEW

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TERR.

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RUSSO

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TERR

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CHURCH ST. EXT.

00 10' 20' C-1

DEMOLITION PLAN

WILLOW STREET

Revision/IssueNo. Date

Project Number

Date

Sheet Number

Project Name and Address

Drawn By

A. WEBER

Sheet Title

Professional Seal

25-108-01

WILLOW & NICOLL

RAISED

INTERSECTION

A. WEBER

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4/9/2026

TREE TO BE REMOVED BY CITY

LEGEND

REMOVE ASPHALT

REMOVE SIDEWALK

REMOVE CURB

TREE TO BE REMOVED BY CITY

27.50

27.40

27.30

27.3027.60

27.60

27.65

27.20

27.10

27.15 27.00

27.10

26.75

27.00 27.00

26.85 26.85

27.2527.10

26.40

26.80

26.65

26.60

26.90

27.15

27.05

26.95

26.95 27.30

27.35

27.30

27.10 27.35

27.60

27.10

00 10' 20' C-2

CURB & GRADING PLAN

Revision/IssueNo. Date

Project Number

Date

Sheet Number

Project Name and Address

Drawn By

A. WEBER

Sheet Title

Professional Seal

25-108-01

WILLOW & NICOLL

RAISED

INTERSECTION

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4/9/2026

R = 3'R = 3'

R = 15'R = 15'

R = 15' R = 15'

R = 4'

R = 1'

R = 3' R = 3'

R = 3'R = 3'

VERTICAL GRANITE CURB

BEVELED GRANITE CURB

SEE DETAIL

BEVELED GRANITE CURB

SEE DETAIL

CURB LAYOUT NOTES:

1. ALL PROPOSED VERTICAL GRANITE CURB SHALL HAVE 6" REVEAL. ALL PROPOSED BEVELED MOUNTABLE CURB SHALL HAVE 3" TOTAL REVEAL WITH BOTTOM OF BEVEL APPROXIMATELY MATCHING ROADWAY PAVEMENT GRADE.

2. SPOT ELEVATIONS REPRESENT TOP OF CURB ELEVATION.

3. ALL SECTIONS OF CURB CALLED OUT WITH A RADIUS SHALL BE PREFABRICATED RADIUS CURBING.

4. IF PROPOSED CURB CONFLICTS WITH MANHOLE COVERS OR UTILITY GATE VALVES WITHIN FLUSH RAISED AREAS, A SECTION

OF CURB MAY BE OMITTED TO AVOID THE UTILITY PER DIRECTION OF THE ENGINEER.

MATCH TO DRIVEWAY

MATCH TO EXISTING

MATCH TO DRIVEWAY

24'

8' 8'

25'25'

6' 6'

24' 6' 6'

WILLOW STREET

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00 10' 20' C-3

SITE PLAN

Revision/IssueNo. Date

Project Number

Date

Sheet Number

Project Name and Address

Drawn By

A. WEBER

Sheet Title

Professional Seal

25-108-01

WILLOW & NICOLL

RAISED

INTERSECTION

A. WEBER

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4/9/2026

RAISED ASPHALT INTERSECTION

FLUSH WITH GRANITE CURB AT EACH CORNER

TRAFFIC CONTROL FOUNDATION PEDESTAL TYPE 1

(TYP. OF 4)

RRFB UNITS TO BE INSTALLED BY THE CITY

RAISED INTERSECTION APPROACH RAMP

6' LENGTH (TYP.)

CONCRETE FILLED STEEL BOLLARD

CENTER OF BOLLARD 2' BEHIND BACK OF PROPOSED CURB

(TYP. OF 4)

DETECTABLE WARNING SURFACE

MATCH RADIUS CURB (TYP.)

CONVERT CATCH BASIN TO MANHOLE

T.F. 27.20

ADJUST WATER VALVE

CONCRETE SIDEWALK (TYP.)

STAMPED CONCRETE (TYP.)

SEE DETAIL

ADJUST GAS VALVE

ADJUST WATER VALVE

ADJUST SANITARY MH (BY UTILITY)

SET AT ANGLE TO MATCH SLOPE OF APPROACH RAMP AND MEDIAN

T.F. 27.35

ADJUST GAS VALVE

ADJUST STORM MH

T.F. 27.35

ADJUST STORM MH

T.F. 27.40

ADJUST STORM MH

T.F. 27.50

ADJUST ELECTRIC MH (BY UTILITY)

T.F. 27.45

2" MILL & OVERLAY LIMIT (TYP.)

ADJUST STORM MH

SUNKEN - RESET TO EXISTING

INSTALL TYPE 'C' CATCH BASIN

T.F. 26.65

INV OUT TO BE DETERMINED IN FIELD

INSTALL 6 LF 12" RCP @ 1.0% MIN.

REPLACE EXISTING CATCH BASIN FRAME & GRATE

WILLOW STREET

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00 10' 20' C-4

SIGNING &

PAVEMENT MARKING PLAN

Revision/IssueNo. Date

Project Number

Date

Sheet Number

Project Name and Address

Drawn By

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Sheet Title

Professional Seal

25-108-01

WILLOW & NICOLL

RAISED

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4/9/2026

4" THERMOPLASTIC DOUBLE YELLOW CENTERLINE (TYP.)

6" THERMOPLASTIC YELLOW CROSSHATCH

SPACED 10' O.C.

12" WHITE THERMOPLASTIC ADVANCE WARNING MARKINGS (TYP.)

WHITE THERMOPLASTIC SPEED HUMP CHEVRON (TYP.)

4" THERMOPLASTIC YELLOW CENTERLINE

ADJACENT TO MEDIAN

WHITE THERMOPLASTIC LADDER STYLE CROSSWALK (TYP.)

10' WIDTH, 16" BARS, 24" SPACE

WHITE THERMOPLASTIC STOP LEGEND (TYP.)

20'75' LANE SHIFT TAPER25'

4" WHITE THERMOPLASTIC EDGE LINE

WITH 4" CROSSHATCH SPACED 5' O.C.

4" WHITE THERMOPLASTIC

PARKING STALL END

20' 50' LANE SHIFT TAPER 25'

10'

MATCH TO EXISTING

INSTALL ON RRFB ASSEMBLY

(TYP. OF 4)

REMOVE EXISTING

STOP

CROSS TRAFFIC DOES NOT STOP

EXISTING TO REMAIN

NO STANDING ANYTIME <--

EXISTING TO REMAIN

SPEED LIMIT 25

NO STANDING ANYTIME -->

REMOVE EXISTING

PEDESTRIAN CROSSING

YIELD TO PEDESTRIANS

RESET ON NEW U-CHANNEL POST

NO STANDING ANYTIME -->

EXISTING TO REMAIN

NO PARKING ANYTIME <-->

RAISED

INTERSECTION

INSTALL ON NEW U-CHANNEL POST

(200' FROM CROSSWALK - ENGINEER TO MARK IN FIELD)

REMOVE EXISTING

PEDESTRIAN CROSSING

YIELD TO PEDESTRIANS

RESET EXISTING TO TOP OF POST

BUS STOP NO STANDING

12' 12'

EXISTING TO REMAIN

NO STANDING ANYTIME <--

EXISTING TO REMAIN

NO STANDING ANYTIME -->

EXISTING TO REMAIN

BUS STOP NO STANDING

EXISTING TO REMAIN

SCHOOL CROSSING AHEAD

RAISED

INTERSECTION

STOP

INSTALL ON NEW U-CHANNEL POST

REMOVE EXISTING

STOP

CROSS TRAFFIC DOES NOT STOP

INSTALL ON NEW U-CHANNEL POST

STOP

INSTALL ON NEW U-CHANNEL POST

NO PARKING ANYTIME <-->

INSTALL ON NEW U-CHANNEL POST

SIGNING & PAVEMENT MARKING NOTES:

1. THIS SHEET PROVIDED FOR REFERENCE ONLY. ALL SIGNING &

PAVEMENT MARKINGS TO BE COMPLETED BY THE CITY.

WILLOW STREET

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

D-1

DETAILS

Revision/IssueNo. Date

Project Number

Date

Sheet Number

Project Name and Address

Drawn By

A. WEBER

Sheet Title

Professional Seal

25-108-01

WILLOW & NICOLL

RAISED

INTERSECTION

A. WEBER

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D-2

Revision/IssueNo. Date

Project Number

Date

Sheet Number

Project Name and Address

Drawn By

A. WEBER

Sheet Title

Professional Seal

25-108-01

WILLOW & NICOLL

RAISED

INTERSECTION

A. WEBER

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D-3

Revision/IssueNo. Date

Project Number

Date

Sheet Number

Project Name and Address

Drawn By

A. WEBER

Sheet Title

Professional Seal

25-108-01

WILLOW & NICOLL

RAISED

INTERSECTION

A. WEBER

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D-3

Revision/IssueNo. Date

Project Number

Date

Sheet Number

Project Name and Address

Drawn By

A. WEBER

Sheet Title

Professional Seal

25-108-01

WILLOW & NICOLL

RAISED

INTERSECTION

A. WEBER

O F

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4/9/2026

STAMPED CONCRETE MOUNTABLE MEDIAN

(NOT TO SCALE)

BEVELED GRANITE CURB

STAMPED CONCRETE

BRICK RED COLOR, BRICK PATTERN

3" REVEAL

CURVED BEVELED GRANITE CURB

ASPHALT RAISED INTERSECTION APPROACH RAMP

CURB MATCHES SLOPE OF APPROACH RAMP

GRADE BREAK

DETAIL INCLUDED TO SHOW CONCRETE DIMENSIONS

AND REINFORCING ONLY.

CURB TO BE BEVELED GRANITE RADIUS WITH 3"

REVEAL TO ROADWAY FROM TOP OF CURB.

DETAIL INCLUDED TO SHOW BOLLARD DETAIL ONLY.

NO CHAIN OR EYE BOLTS INCLUDED IN THIS PROJECT.

MPT-1

MPT DETAILS

Revision/IssueNo. Date

Project Number

Date

Sheet Number

Project Name and Address

Drawn By

A. WEBER

Sheet Title

Professional Seal

25-108-01

WILLOW & NICOLL

RAISED

INTERSECTION

A. WEBER

O F

T O

N G

\A W

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4/9/2026

MAINTENANCE & PROTECTION OF TRAFFIC NARRATIVE:

1. CONTRACTOR TO WORK ON ONLY ONE CORNER OF THE INTERSECTION AT A TIME. ALL DEMOLITION

WORK AND PROPOSED WORK SHALL BE COMPLETED BEFORE MOVING TO THE NEXT CORNER.

2. WHILE WORKING ON A CORNER, TWO 10' LANES OF TRAFFIC ON WILLOW STREET WILL BE

MAINTAINED WITH A 10' WORK ZONE. ONE-WAY ALTERNATING TRAFFIC WILL BE IN EFFECT ON NICOLL STREET WITH A POLICE DETAIL FLAGGER. SHOULD THE CONTRACTOR REQUIRE A LARGER

WORK ZONE, ONE-WAY ALTERNATING TRAFFIC ON WILLOW STREET MAY BE PERMITTED BETWEEN

THE HOURS OF 9A-3P WITH A POLICE DETAIL OR FLAGGER. TWO EXISTING PARKING SPACES ON THE

NORTH SIDE OF WILLOW STREET WEST OF THE INTERSECTION TO BE CLOSED.

3. PEDESTRIAN DETOUR SIGNS WILL BE PLACED AT EACH CORNER TO DIRECT PEDESTRIANS TO USE THE OTHER THREE CORNERS. ADVANCE PEDESTRIAN SIGNS WILL BE PLACED ONE BLOCK AWAY AT THE

NEXT CROSSWALK TO DIRECT PEDESTRIANS TO CROSS.

4. ONCE A CORNER IS COMPLETED, A TEMPORARY BITUMINOUS PEDESTRIAN RAMP WILL BE BUILT AT THE APEX OF THE CORNER SUCH THAT IT DOES NOT ENCROACH ON ANY OF THE TRAVEL LANES.

5. AFTER COMPLETION OF ALL FOUR CORNERS, CONTRACTOR WILL SET UP A WORK ZONE AND WILLOW

STREET WESTBOUND DETOUR TO CONSTRUCT THE TWO MEDIANS. THE WORK ZONE WILL

ENCOMPASS THE NORTHERN 20' WIDTH OF WILLOW STREET ON EACH SIDE OF THE INTERSECTION, SUCH THAT THE MEDIANS CAN BE BUILT FROM THE NORTH SIDE WHILE MAINTAINING EASTBOUND

TRAFFIC ON THE SOUTH SIDE AND ALL NICOLL STREET TRAFFIC. WESTBOUND WILLOW STREET

TRAFFIC WILL BE DETOURED TO MAKE A RIGHT TURN AT MITCHELL DRIVE AND THEN A LEFT TURN AT ORANGE STREET. COORDINATE WITH CTTRANSIT TO DETOUR ROUTE 224 FROM NICOLL STREET ONTO

MITCHELL DRIVE.

6. FOR FINAL PAVING, THE INTERSECTION WILL BE FULLY CLOSED BETWEEN THE HOURS OF 9A-3P. THE

MITCHELL/ORANGE DETOUR WILL BE UTILIZED IN BOTH DIRECTIONS.

7. FINAL PAVEMENT MARKINGS WILL BE APPLIED AT A LATER DATE, UTILIZING ONE-WAY ALTERNATING

TRAFFIC PATTERNS BETWEEN THE HOURS OF 9A-3P.

PHASES 1 - 4 (ONE CORNER AT A TIME)

INDIVIDUAL CORNER CONSTRUCTION

PHASE 5 WITH WESTBOUND DETOUR

CONSTRUCTION OF MEDIANS

PHASE 6 WITH FULL DETOUR

FINAL PAVING

DETOUR ROUTE

Sheets and Views

25-108-C-COVER-Cover

25-108-C-SITE-DEMO

25-108-C-SITE-CURB

25-108-C-SITE-SITE

25-108-C-SITE-SPM

25-108-D-DET-D-1

25-108-D-DET-D-2

25-108-D-DET-D-3

25-108-D-DET-D-4

25-108-D-DET-MPT-1

File details come from the government source that posted it. Updated Jun 23, 2026.