Quinnipiac_River_Park_Improvements_-_Bid_Drawings.pdf

PDF 26 MB Posted Sep 18, 2025

Attached to: Quinnipiac River Park Improvements
Solicitation number: 2025-IFB-274
Issued by: New Haven County, Connecticut

About this file

Written by GovTribe AI · Sep 22, 2025

These are landscape architectural design drawings for the Quinnipiac River Park Improvements project, prepared by the City of New Haven Department of Engineering under Project Number 23-106-09. The project involves comprehensive park improvements including the installation of new 6-foot wide bituminous concrete paths, stone dust paths with steel edging, a new water line, two drinking fountains with dry wells, a hose box, stone block seating, 72-inch benches, a double steel swing gate, and 6-inch post and rope fencing. The design documents include detailed plans for removals, materials, grading, layout, and site-specific construction details, with specific attention to maintaining existing site features like trees, concrete seawalls, and stone revetments.

The project is located along the Quinnipiac River in New Haven, Connecticut, and emphasizes careful site restoration, with specifications for topsoil placement, seeding with native riparian seed mix, and maintaining existing site grades with path slopes not exceeding 5% longitudinally and 2% cross-slope. The drawings are marked as a "Bid Set Not for Construction" and were prepared in January 2005, with the most recent revision date of 07-17-25. The project will require precise field coordination, with many elements to be marked and approved by the Landscape Architect or Engineer prior to installation, including path alignments, site furnishing locations, and material placements. The design prioritizes accessibility, environmental sensitivity, and integration with the existing riverfront landscape.

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Quinnipiac_HeavySchedule.pdf	PDF	Sep 19, 2025
Quinnipiac_River_Park_Improvements_-_Bid_Drawings.pdf	PDF	Sep 18, 2025
Wage_rate_request-_8-6-25.pdf	PDF	Sep 17, 2025
Wage_rate_request-_8-6-25.pdf	PDF	Sep 17, 2025
Quinnipiac_River_Park_Improvements_-_Specifications.pdf	PDF	Jul 31, 2025
Quinnipiac_River_Park_Improvements_-_Specifications.pdf	PDF	Jul 31, 2025
05__Exhibit__Contract_Document.pdf	PDF	Jul 21, 2025
04_ARPA_Contractor_Agreement_(OVER_$100,000)_(MPB)_(TEMPLATE_5-11-23).pdf	PDF	Jul 21, 2025
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EEOC_Vendors_Notice_of_Fees.pdf	PDF	Jul 21, 2025
04_ARPA_Contractor_Agreement_(OVER_$100,000)_(MPB)_(TEMPLATE_5-11-23).pdf	PDF	Jul 21, 2025
CEO_-_BOA_APPROVED_BUDGET_FINES_PENALTIES_CHART_FY-24-25.pdf	PDF	Jul 21, 2025
EEOC_Vendors_Notice_of_Fees.pdf	PDF	Jul 21, 2025

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Revision/IssueNo. Date

Project Number

Date

Sheet Number

Project Name and Address

Drawn By

Sheet Title

Professional Seal

Y O

F N

O F

, C

N G

- D O

-1

-0

Q U

X- L-

L-01

CITY OF NEW HAVEN

DEPARTMENT OF ENGINEERING

QUINNIPIAC RIVER PARK

IMPROVEMENTS

PROJECT NUMBER 23-106-09

HONORABLE JUSTIN 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

PROJECT

LOCATION

SHEET LIST TABLE

L-01 COVER

L-02 REMOVALS PLAN 1

L-03 REMOVALS PLAN 2

L-04 MATERIALS PLAN 1

L-05 MATERIALS PLAN 2

L-06 GRADING PLAN 1

L-07 GRADING PLAN 2

L-08 LAYOUT PLAN 1

L-09 LAYOUT PLAN 2

L-10 DETAILS 1

L-11 DETAILS 2

L-12 DETAILS 3

L-13 DETAILS 4

COVER

IMPROVEMENTS

QUINNIPIAC RIVER

PARK

07-17-25

23-106-09

BID SET

NOT FOR CONSTRUCTION

H O

N O

. E

R , M

R G

N N

I Z

N , P

.E . C

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ELLA T. GRASSO

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MILLER

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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

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W. ROCK AVE.

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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

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BORN

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ROYNDON

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GOFFE

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COLONY

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BELLEVUE

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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.

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PINE

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DR.

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STIMSON RD.

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BLVD

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ROCK

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VIEW TER.

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GLEN

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CRES

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CENT

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FITCH

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PINE ROCK AV.

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ST.

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PRESCOTT

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WINT

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GREEN

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SPRI

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SIDE

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ROUTE 15

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WINTERGREEN

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PARK

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BALDWIN

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WAYFARER

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ROCKVIEW

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CIR

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WILMOT

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WILLOW

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AVE.

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LAUREL

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LODGE

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AVE.

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BROOKSIDE

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LEV

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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.

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EDDY

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THORN

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WHITE

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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

AutoCAD SHX Text I-95

AutoCAD SHX Text

SIXTH

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SEA

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AVE.

AutoCAD SHX Text S.

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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

AutoCAD SHX Text N.

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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.

S T

2N D

QUINNIPIAC RIVER

C H

-0

EXISTING STONE BLOCK -

DO NOT DISTURB, TYP.

EXISTING CONCRETE

PAVEMENT - DO NOT

DISTURB, TYP.

PREPARE AREA FOR NEW 6' W

BITUMINOUS CONCRETE ON STONE

DUST, TYP. SEE DETAIL 2, SHEET L-11

AND SPECIFICATIONS.

AREAS OF EXISTING STONE DUST PATH:

REMOVE ALL EXISTING STEEL EDGING.

COMPACT EXISTING STONE DUST TO 95%

PROCTOR DENSITY. SUPPLEMENT EXISTING

MATERIAL WITH PROCESSED AGGREGATE

AS NEEDED TO ACHIEVE COMPLIANT BASE

FOR BITUMINOUS CONCRETE COURSE, TYP.

EXISTING STONE REVETMENT - DO NOT DISTURB, TYP.

PREPARE AREA TO RECEIVE

PRECAST CONCRETE PAD. SEE

DETAIL 2, SHEET L-12, TYP.

EXISTING WATER METER & UTILITY

VAULT. SEE C-SERIES DRAWINGS

AND DETAILS, TYP.

EXISTING CONCRETE SEAWALL -

DO NOT DISTURB, TYP.

EXISTING TREE - DO NOT DISTURB, TYP.

NOTIFY LANDSCAPE ARCHITECT OF ACTIVITY

WITHIN DRIP LINE PRIOR TO COMMENCING

CONSTRUCTION.

PREPARE AREA TO RECEIVE NEW

STONE DUST PATH W/ STEEL EDGING

AND STONE BLOCK SEATING. SEE

DETAIL 3, SHEET L-11, TYP.

EXISTING LIGHT POLE -

DO NOT DISTURB, TYP.

FRONT ST

TRENCH TO RECEIVE NEW 2' D WATER LINE

AND ASSOCIATED UTILITIES, TYP.

EXISTING BENCH. DO NOT DISTURB, TYP.

PREPARE EXISTING LAWN AREAS

TO RECEIVE NEW BITUMINOUS

CONCRETE PATH, TYP.

PREPARE AREA TO RECEIVE NEW

DRINKING FOUNTAIN W/ DRY WELL SEE

DETAIL 3, SHEET L-10, TYP.

PREPARE AREA TO

RECEIVE NEW HOSE

BOX, TYP. SEE LAYOUT

DRAWING AND DETAIL 2,

SHEET L-10.

Revision/IssueNo. Date

00 10' 20'

Project Number

Date

Sheet Number

Project Name and Address

Drawn By

Sheet Title

Professional Seal

Y O

F N

O F

C :\U

E\ C

O F

, C

- D O

C U

R O

Q U

C R

\D R

G S\

N S\

\X -L

-R

W G

L-02

REMOVALS PLAN 1

REMOVALS NOTES:

1. EXISTING CONDITIONS INFORMATION TAKEN FROM

SITE MEASUREMENTS AND RECONNAISSANCE, FOR

REFERENCE ONLY.

2. CONTRACTOR IS REQUIRED TO SUBMIT A "CALL

BEFORE YOU DIG REQUEST" AND LOCATE EXISTING

UTILITIES PRIOR TO START OF WORK.

3. CONTRACTOR IS RESPONSIBLE FOR COMPLYING

WITH THE CITY OF NEW HAVEN'S GENERAL

CONDITIONS AND ALL APPLICABLE FEDERAL, STATE,

OR LOCAL LAWS AND CODES.

4. SITE ELEMENTS NOT IDENTIFIED FOR REMOVAL

SHALL REMAIN. CONTRACTOR IS RESPONSIBLE FOR

REPAIRING ANY DAMAGE THAT OCCURS TO EXISTING

SITE ELEMENTS OVER THE COURSE OF

CONSTRUCTION.

5. MATERIAL RESULTING FROM ANY DEMOLITION

ACTIVITY SHALL BE REMOVED AND DISPOSEDF OF IN

ACCORDANCE WITH ALL FEDERAL, STATE, OR LOCAL

MUNICIPAL REQUIREMENTS. THE CONTRACTOR

SHALL NOT BURY OR ALLOW TO BURY SUCH

MATERIAL INCLUDING, BUT NOT LIMITED TO,

FENCING, CURBING, EXISTING STRUCTURES, OR

TREE STUMPS.

6. CONTRACTOR SHALL REMOVE AND DISPOSE OF

TEMPORARY SITE IMPROVEMENTS UPON

COMPLETION OF CONSTRUCTION AND RESTORE TO

PRE-CONSTRUCTION CONDITION.

7. PROTECT ALL EXISTING STRUCTURES, UNLESS

OTHERWISE NOTED. COORDINATE STORAGE OF

SALVAGED MATERIALS WITH OWNER.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ESTABLISHING AND MAINTAINING ALL CONTROL

POINTS OR BENCH MARKS NECESSARY FOR THE

WORK.

9. ALL EROSION AND SEDIMENTATION CONTROL

MEASURES SHALL BE CONSTRUCTED AND

MAINTAINED PER ENGINEER'S DIRECTION.

10. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING

AND PAYING FOR ANY PERMITS AND/OR CONNECTION

FEES REQUIRED TO CARRY OUT THE SCOPE OF

CONTRACTED WORK.

GENERAL NOTES:

1. LOCATIONS OF EXISTING SITE ELEMENTS

(INCLUDING, BUT NOT LIMITED TO PATHS, TREES,

PROPERTY BOUNDARIES, ETC.) ARE APPROXIMATE,

BASED ON SITE OBSERVATIONS AND

MEASUREMENTS AND INTERPRETATION OF AERIAL

IMAGERY.

2. TREES DEPICTED ON THIS PLAN ARE NOT

COMPREHENSIVE OR INTENDED TO REPRESENT A

TOTAL INVENTORY OF EXISTING SITE PLANT

MATERIAL.

3. PRIOR TO COMMENCING WORK WITHIN THE DRIPLINE

OF EXISTING TREES, COORDINATE EFFORT WITH

LANDSCAPE ARCHITECT OR ENGINEER TO REDUCE

IMPACT ON EXISTING TREE ROOTS.

BID SET

NOT FOR CONSTRUCTION

IMPROVEMENTS

QUINNIPIAC RIVER

PARK

07-17-25

23-106-09

H O

N O

. E

R , M

R G

N N

I Z

N , P

AutoCAD SHX Text 1.01

AutoCAD SHX Text 48'

AutoCAD SHX Text 109'

AutoCAD SHX Text 37'

AutoCAD SHX Text 40'

AutoCAD SHX Text 22'

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AutoCAD SHX Text 77'

AutoCAD SHX Text 32'

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AutoCAD SHX Text 1.01

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AutoCAD SHX Text 109'

AutoCAD SHX Text 37'

AutoCAD SHX Text 40'

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AutoCAD SHX Text 38'

AutoCAD SHX Text 77'

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S T

FRONT ST

ATC

LIN

E: SEE L-02

EXISTING CONCRETE SEAWALL -

DO NOT DISTURB, TYP.

EXISTING STONE BLOCK -

DO NOT DISTURB, TYP.

EXISTING CONCRETE

PAVEMENT - DO NOT

DISTURB, TYP.

EXISTING CONCRETE

PAVEMENT - DO NOT

DISTURB, TYP.

EXISTING TREE - DON NOT

DISTURB, TYP. NOTIFY

LANDSCAPE ARCHITECT OF

ACTIVITY WITHIN DRIP LINE

PRIOR TO COMMENCING

CONSTRUCTION.

PREPARE AREA TO RECEIVE NEW

DRINKING FOUNTAIN W/ DRY WELL SEE

DETAIL 3, SHEET L-10, TYP.

PREPARE AREA TO RECEIVE NEW STEEL SWING

GATE (DOUBLE). SEE DETAIL 1, SHEET L-13

PREPARE AREA TO RECEIVE 72" L

WOOD SLAT BENCH SURFACE-

MOUNTED TO PRECAST CONCRETE PAD,

TYP. SEE DETAIL 2, SHEET L-12, TYP.

EXISTING STONE DUST PATH

- DO NOT DISTURB, TYP.

QUINNIPIAC RIVER

TRENCH TO RECEIVE NEW 2' D WATER LINE

AND ASSOCIATED UTILITIES, TYP. PREPARE EXISTING LAWN AREAS

TO RECEIVE NEW BITUMINOUS

CONCRETE PATH, TYP.

AREAS OF EXISTING STONE DUST PATH:

REMOVE ALL EXISTING STEEL EDGING.

COMPACT EXISTING STONE DUST TO 95%

PROCTOR DENSITY. SUPPLEMENT EXISTING

MATERIAL WITH PROCESSED AGGREGATE

AS NEEDED TO ACHIEVE COMPLIANT BASE

FOR BITUMINOUS CONCRETE COURSE, TYP.

Revision/IssueNo. Date

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L-03

REMOVALS PLAN 2

REMOVALS NOTES:

1. EXISTING CONDITIONS INFORMATION TAKEN FROM

SITE MEASUREMENTS AND RECONNAISSANCE, FOR

REFERENCE ONLY.

2. CONTRACTOR IS REQUIRED TO SUBMIT A "CALL

BEFORE YOU DIG REQUEST" AND LOCATE EXISTING

UTILITIES PRIOR TO START OF WORK.

3. CONTRACTOR IS RESPONSIBLE FOR COMPLYING

WITH THE CITY OF NEW HAVEN'S GENERAL

CONDITIONS AND ALL APPLICABLE FEDERAL, STATE,

OR LOCAL LAWS AND CODES.

4. SITE ELEMENTS NOT IDENTIFIED FOR REMOVAL

SHALL REMAIN. CONTRACTOR IS RESPONSIBLE FOR

REPAIRING ANY DAMAGE THAT OCCURS TO EXISTING

SITE ELEMENTS OVER THE COURSE OF

CONSTRUCTION.

5. MATERIAL RESULTING FROM ANY DEMOLITION

ACTIVITY SHALL BE REMOVED AND DISPOSEDF OF IN

ACCORDANCE WITH ALL FEDERAL, STATE, OR LOCAL

MUNICIPAL REQUIREMENTS. THE CONTRACTOR

SHALL NOT BURY OR ALLOW TO BURY SUCH

MATERIAL INCLUDING, BUT NOT LIMITED TO,

FENCING, CURBING, EXISTING STRUCTURES, OR

TREE STUMPS.

6. CONTRACTOR SHALL REMOVE AND DISPOSE OF

TEMPORARY SITE IMPROVEMENTS UPON

COMPLETION OF CONSTRUCTION AND RESTORE TO

PRE-CONSTRUCTION CONDITION.

7. PROTECT ALL EXISTING STRUCTURES, UNLESS

OTHERWISE NOTED. COORDINATE STORAGE OF

SALVAGED MATERIALS WITH OWNER.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ESTABLISHING AND MAINTAINING ALL CONTROL

POINTS OR BENCH MARKS NECESSARY FOR THE

WORK.

9. ALL EROSION AND SEDIMENTATION CONTROL

MEASURES SHALL BE CONSTRUCTED AND

MAINTAINED PER ENGINEER'S DIRECTION.

10. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING

AND PAYING FOR ANY PERMITS AND/OR CONNECTION

FEES REQUIRED TO CARRY OUT THE SCOPE OF

CONTRACTED WORK.

GENERAL NOTES:

1. LOCATIONS OF EXISTING SITE ELEMENTS

(INCLUDING, BUT NOT LIMITED TO PATHS, TREES,

PROPERTY BOUNDARIES, ETC.) ARE APPROXIMATE,

BASED ON SITE OBSERVATIONS AND

MEASUREMENTS AND INTERPRETATION OF AERIAL

IMAGERY.

2. TREES DEPICTED ON THIS PLAN ARE NOT

COMPREHENSIVE OR INTENDED TO REPRESENT A

TOTAL INVENTORY OF EXISTING SITE PLANT

MATERIAL.

3. PRIOR TO COMMENCING WORK WITHIN THE DRIPLINE

OF EXISTING TREES, COORDINATE EFFORT WITH

LANDSCAPE ARCHITECT OR ENGINEER TO REDUCE

IMPACT ON EXISTING TREE ROOTS.

BID SET

NOT FOR CONSTRUCTION

IMPROVEMENTS

QUINNIPIAC RIVER

PARK

07-17-25

23-106-09

H O

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AutoCAD SHX Text 48.7'

AutoCAD SHX Text 49.35'

AutoCAD SHX Text 49.5'

AutoCAD SHX Text 53'

AutoCAD SHX Text 9'

AutoCAD SHX Text 83'

AutoCAD SHX Text 50'

AutoCAD SHX Text 6'

AutoCAD SHX Text 13'

AutoCAD SHX Text 48.7'

AutoCAD SHX Text 49.35'

AutoCAD SHX Text 49.5'

AutoCAD SHX Text 53'

AutoCAD SHX Text 9'

AutoCAD SHX Text 83'

AutoCAD SHX Text 50'

AutoCAD SHX Text 6'

13'

S T

2N D

QUINNIPIAC RIVER

C H

FRONT ST

EXISTING STONE BLOCK -

DO NOT DISTURB, TYP.

EXISTING CONCRETE

PAVEMENT - DO NOT

DISTURB, TYP.

EXISTING STONE DUST PATH. DO NOT DISTURB, TYP.

EXISTING TREE - DO NOT DISTURB, TYP.

NEW DRINKING FOUNTAIN W/ DRY WELL (2

TOTAL) - MODEL 10145 SMSS WITH PET

FOUNTAIN, BOTTLE FILLER, AND RECESSED

HOSE BIBB FROM MOST DEPENDABLE

FOUNTAINS, OR APPROVED EQUAL.

L-10

NEW 6' W BITUMINOUS

CONCRETE PATH, TYP.

FOR AREAS DISTURBED BY CONSTRUCTION:

DECOMPACT & INSTALL TOPSOIL PER

CTDOT FORM 818 SECTION 9.44 AND M.13.01.

TO MATCH SURROUNDING FINISHED

GRADES. SEED PER CTDOT FORM 818

SECTION 9.50 AND M.13.04, TYP.

NEW 6" POST AND

ROPE FENCE, TYP.

L-12

L-11

EXISTING STONE REVETMENT -

DO NOT DISTURB, TYP.

72" L PALISADE BENCH BY BELSON OUTDOORS

PBSC-6-W, OR APPROVED EQUAL, SURFACE

MOUNTED TO PRECAST CONCRETE PAD, TYP.

L-12

EXISTING WATER METER & UTILITY

VAULT. SEE DETAIL 1, SHEET L-10

STONE BLOCK SEATING (PROVIDED BY

CITY. TRANSPORT AND INSTALLATION BY

CONTRACTOR), TYP.

L-11

EXISTING CONCRETE SEAWALL -

DO NOT DISTURB, TYP.

EXISTING TREE - DON NOT DISTURB, TYP.

NOTIFY LANDSCAPE ARCHITECT OF ACTIVITY

WITHIN DRIP LINE PRIOR TO COMMENCING

CONSTRUCTION.

NEW STONE DUST PATH W/

STEEL EDGING, TYP.

L-11

HOSE BOX 2

L-10

EXISTING LIGHT POLE -

DO NOT DISTURB, TYP.

6' W BITUMINOUS CONCRETE PATH ON

EXISTING STONE DUST, TYP.

L-11

1.5" PEX WATER LINE SHALL BE 2' MIN. BELOW FINISHED

GRADE. CONTRACTOR SHALL FOLLOW REGIONAL WATER

AUTHORITY STANDARD DETAILS FOR WATER SERVICE

TRENCH (FOR WATER SERVICES 2-INCHES AND LESS), TYP.

AERATE & INSTALL TOPSOIL (IN DISTURBED AREAS) PER CTDOT FORM 818

SECTION 9.44 AND M.13.01. TO MATCH SURROUNDING FINISHED GRADES. SEED

WITH PA COASTAL PLAIN PROVINCE RIPARIAN MIX BY ERNST SEEDS WITH

ANNUAL RYEGRASS, OR APPROVED EQUAL, PER CTDOT FORM 818 SECTION

9.50 AND M.13.04, TYP. SUBMIT MANUFACTURER;S PRODUCT SPECIFICATIONS

FOR REVIEW AND APPROVAL. EXTENTS TO BE MARKED IN FIELD BY

LANDSCAPE ARCHITECT PRIOR TO INSTALLATION, TYP.

Revision/IssueNo. Date

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Project Number

Date

Sheet Number

Project Name and Address

Drawn By

Sheet Title

Professional Seal

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L-04

MATERIALS PLAN 1

MATERIALS NOTES:

1. MATERIAL TYPES NOTED IN LEGEND. REFERENCE

SPECIFICATIONS FOR ADDITIONAL INFORMATION

PERTAINING TO MATERIAL COMPOSITION, FINISHES,

ETC.

2. PROVIDE SUBMITTALS AND/OR PRODUCT DATA FOR

REVIEW AND APPROVAL, PER SPECIFICATION, PRIOR

TO COMMENCING WORK.

3. MOCKUPS SHALL BE REQUIRED PER SPECIFICATIONS.

LEGEND

CONCRETE PAVEMENT

NEW WATER LINE

BID SET

NOT FOR CONSTRUCTION

IMPROVEMENTS

QUINNIPIAC RIVER

PARK

07-17-25

23-106-09

NEW BITUMINOUS CONCRETE PATH

NEW BITUMINOUS CONCRETE PATH ON

EXISTING STONE DUST

GENERAL NOTES:

1. LOCATIONS OF EXISTING SITE ELEMENTS

(INCLUDING, BUT NOT LIMITED TO PATHS, TREES,

PROPERTY BOUNDARIES, ETC.) ARE APPROXIMATE,

BASED ON SITE OBSERVATIONS AND

MEASUREMENTS AND INTERPRETATION OF AERIAL

IMAGERY.

2. TREES DEPICTED ON THIS PLAN ARE NOT

COMPREHENSIVE OR INTENDED TO REPRESENT A

TOTAL INVENTORY OF EXISTING SITE PLANT

MATERIAL.

3. PRIOR TO COMMENCING WORK WITHIN THE DRIPLINE

OF EXISTING TREES, COORDINATE EFFORT WITH

LANDSCAPE ARCHITECT OR ENGINEER TO REDUCE

IMPACT ON EXISTING TREE ROOTS.

SEEDED AREAS - NATIVE SEED MIX

EXISTING LAWN AREA

AutoCAD SHX Text 1.01

AutoCAD SHX Text 48'

AutoCAD SHX Text 109'

AutoCAD SHX Text 37'

AutoCAD SHX Text 40'

AutoCAD SHX Text 22'

AutoCAD SHX Text 38'

AutoCAD SHX Text 77'

AutoCAD SHX Text 32'

AutoCAD SHX Text 5'

AutoCAD SHX Text 1.01

AutoCAD SHX Text 48'

AutoCAD SHX Text 109'

AutoCAD SHX Text 37'

AutoCAD SHX Text 40'

AutoCAD SHX Text 22'

AutoCAD SHX Text 38'

AutoCAD SHX Text 77'

AutoCAD SHX Text 32'

S T

FRONT ST

ATC

LIN

QUINNIPIAC RIVER

NEW STANDARD RIPRAP, TYP.4

L-11

EXISTING CONCRETE SEAWALL -

DO NOT DISTURB, TYP.

EXISTING STONE BLOCK -

DO NOT DISTURB, TYP.

EXISTING CONCRETE

PAVEMENT - DO NOT

DISTURB, TYP.

EXISTING CONCRETE

PAVEMENT - DO NOT

DISTURB, TYP.

EXISTING TREE - DON NOT DISTURB,

TYP. NOTIFY LANDSCAPE ARCHITECT

OF ACTIVITY WITHIN DRIP LINE PRIOR

TO COMMENCING CONSTRUCTION.

NEW DRINKING FOUNTAIN W/ DRY WELL

(2 TOTAL) - MODEL 10145 SMSS WITH PET

FOUNTAIN, BOTTLE FILLER, AND

RECESSED HOSE BIBB FROM MOST

DEPENDABLE FOUNTAINS, OR

APPROVED EQUAL.

L-10

STEEL SWING GATE (DOUBLE), TYP. 1

L-13

NEW 6' W BITUMINOUS CONCRETE

PATH, TYP.

L-11

72" L PALISADE BENCH

SURFACE-MOUNTED TO PRECAST

CONCRETE PAD, TYP.

L-12

AERATE & INSTALL TOPSOIL (IN DISTURBED AREAS) PER CTDOT FORM 818

SECTION 9.44 AND M.13.01. TO MATCH SURROUNDING FINISHED GRADES. SEED

WITH PA COASTAL PLAIN PROVINCE RIPARIAN MIX BY ERNST SEEDS WITH

ANNUAL RYEGRASS, OR APPROVED EQUAL, PER CTDOT FORM 818 SECTION

9.50 AND M.13.04, TYP. SUBMIT MANUFACTURER;S PRODUCT SPECIFICATIONS

FOR REVIEW AND APPROVAL. EXTENTS TO BE MARKED IN FIELD BY

LANDSCAPE ARCHITECT PRIOR TO INSTALLATION, TYP.

EXISTING STONE DUST PATH

- DO NOT DISTURB, TYP.

STONE BLOCK SEATING (PROVIDED BY CITY.

TRANSPORT AND INSTALLATION BY

CONTRACTOR), TYP.

L-11

1.5" PEX WATER LINE SHALL BE 2' MIN. BELOW FINISHED

GRADE. CONTRACTOR SHALL FOLLOW REGIONAL WATER

AUTHORITY STANDARD DETAILS FOR WATER SERVICE

TRENCH (FOR WATER SERVICES 2-INCHES AND LESS), TYP.

Revision/IssueNo. Date

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Project Number

Date

Sheet Number

Project Name and Address

Drawn By

Sheet Title

Professional Seal

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L-05

MATERIALS PLAN 2

MATERIALS NOTES:

1. MATERIAL TYPES NOTED IN LEGEND. REFERENCE

SPECIFICATIONS FOR ADDITIONAL INFORMATION

PERTAINING TO MATERIAL COMPOSITION, FINISHES,

ETC.

2. PROVIDE SUBMITTALS AND/OR PRODUCT DATA FOR

REVIEW AND APPROVAL, PER SPECIFICATION, PRIOR

TO COMMENCING WORK.

3. MOCKUPS SHALL BE REQUIRED PER SPECIFICATIONS.

GENERAL NOTES:

1. LOCATIONS OF EXISTING SITE ELEMENTS

(INCLUDING, BUT NOT LIMITED TO PATHS, TREES,

PROPERTY BOUNDARIES, ETC.) ARE APPROXIMATE,

BASED ON SITE OBSERVATIONS AND

MEASUREMENTS AND INTERPRETATION OF AERIAL

IMAGERY.

2. TREES DEPICTED ON THIS PLAN ARE NOT

COMPREHENSIVE OR INTENDED TO REPRESENT A

TOTAL INVENTORY OF EXISTING SITE PLANT

MATERIAL.

3. PRIOR TO COMMENCING WORK WITHIN THE DRIPLINE

OF EXISTING TREES, COORDINATE EFFORT WITH

LANDSCAPE ARCHITECT OR ENGINEER TO REDUCE

IMPACT ON EXISTING TREE ROOTS.

BID SET

NOT FOR CONSTRUCTION

IMPROVEMENTS

QUINNIPIAC RIVER

PARK

07-17-25

23-106-09

LEGEND

CONCRETE PAVEMENT

NEW WATER LINE

NEW BITUMINOUS CONCRETE PATH

NEW BITUMINOUS CONCRETE PATH ON

EXISTING STONE DUST

SEEDED AREAS - NATIVE SEED MIX

EXISTING LAWN AREA

H O

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AutoCAD SHX Text 48.7'

AutoCAD SHX Text 49.35'

AutoCAD SHX Text 49.5'

AutoCAD SHX Text 53'

AutoCAD SHX Text 9'

AutoCAD SHX Text 83'

AutoCAD SHX Text 50'

AutoCAD SHX Text 6'

AutoCAD SHX Text 13'

AutoCAD SHX Text 48.7'

AutoCAD SHX Text 49.35'

AutoCAD SHX Text 49.5'

AutoCAD SHX Text 53'

AutoCAD SHX Text 9'

AutoCAD SHX Text 83'

AutoCAD SHX Text 50'

AutoCAD SHX Text 6'

S T

2N D

QUINNIPIAC RIVER

C H

FRONT ST

5% M

2% M

, T

EXISTING STONE DUST PATH. DO NOT DISTURB, TYP.

NEW CONCRETE PAD FOR DRINKING

FOUNTAIN SHALL MATCH EXISTING

SURROUNDING GRADES, TYP.

SEE DETAILS 1 & 2, SHEET L-11 FOR TYPICAL FINISHED

CONDITIONS OF BITUMINOUS CONCRETE PATHS, TYP.

EXISTING STONE REVETMENT - DO NOT DISTURB, TYP.

TOP OF NEW PRECAST

CONCRETE PAD SHALL MATCH

SURROUNDING FINISHED

GRADES, TYP.

EXISTING TREE - DO NOT DISTURB, TYP.

NOTIFY LANDSCAPE ARCHITECT OF ACTIVITY

WITHIN DRIP LINE PRIOR TO COMMENCING

CONSTRUCTION.

NEW PATHS SHALL FOLLOW EXISTING

GRADE AND SHALL NOT EXCEED 5%

SLOPE IN THE DIRECTION OF TRAVEL, TYP.

PATH CROSS SLOPES SHALL NOT EXCEED

2%, TYP. IF EXISTING SLOPES EXCEED

PARAMETERS, COORDINATE WORK W/

ENGINEER OR LANDSCAPE ARCHITECT.

NEW BITUMINOUS CONCRETE PAVEMENT

SHALL MEET LINE AND GRADE OF

EXISING ADJACENT PAVEMENT(S), TYP.

NEW PAVEMENTS

SHALL MEET LINE AND

GRADE OF EXISTING

PAVEMENT(S), TYP.

EXISTING GRADES TO REMAIN, TYP.

Revision/IssueNo. Date

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Project…

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