Fort_Wooster_Park_Improvements_-_BID_Drawings.pdf

PDF 6 MB Posted May 27, 2026

Attached to: Fort Wooster Park Improvements
Solicitation number: 2026-ITB-370
Issued by: New Haven County, Connecticut

About this file

Written by GovTribe AI · Jun 23, 2026

This is a bid drawing set for the Fort Wooster Park Improvements project prepared by the City of New Haven Department of Engineering under Project Number 22-110-09. The project involves comprehensive site improvements including removal of existing materials, grading operations, installation of new pathways, landscaping, and site furnishings. The scope encompasses clear and grub operations, preparation of areas for concrete sidewalks and wood chip paths, installation of native plantings including trees, shrubs, grasses, and perennials, construction of swales with specialized seed mixes, installation of precast concrete pads and benches, and post-and-rope fencing. The bid drawings include six sheets detailing removals plan, materials and grading specifications, planting plan with botanical specifications, and construction details for sidewalks, curb treatments, handicapped ramps, wood chip paths, and swale construction. The planting schedule specifies quantities including two red maples, eight eastern redbuds, five sweetbay magnolias, and multiple quantities of chokeberry, sedge, wood aster, switchgrass, goldenrod, bluestem, and path rush plantings. The drawings indicate this is a "Bid Set Not For Construction" prepared in coordination with a landscape architect, with final locations and extents to be marked in the field during construction.

The project requires contractor compliance with City of New Haven General Conditions and all applicable federal, state, and local laws and codes, including Connecticut Department of Transportation Form 818 standards for materials, methods of installation, and testing. All disturbed construction areas require decompaction, topsoil installation, and seeding per CTDOT specifications. Contractors must submit "Call Before You Dig" requests and locate existing utilities prior to work commencement. The contractor is responsible for obtaining all necessary permits and connection fees, establishing control points and bench marks, and maintaining erosion and sedimentation control measures. Material submittals and product data require review and approval prior to work commencement, with mockups required per specifications. The project emphasizes coordination with the landscape architect for tree protection within driplines, in-field marking of plant and path locations, and achievement of specific slope requirements for walkways (cross slope less than 2%, longitudinal slope not exceeding 5%). Existing site elements not identified for removal shall remain, with the contractor responsible for repairing any damage to existing elements during construction.

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Other files

File	Type	Posted
Fort_Wooster_Park_Improvements.pdf	PDF	May 31, 2026
5-MBE_Utilization_Form.docx	DOCX document	May 29, 2026
FortWoosterParkImprovements_UpdatedHeavySchedule-5-21-26.pdf	PDF	May 29, 2026
Fort_Wooster_Park_Improvements_-_BID_Specifications.pdf	PDF	May 27, 2026
05__Exhibit__Contract_Document.pdf	PDF	May 26, 2026
ARPA_Contractor_Agreement_($100000_OR_LESS)_(MPB)_(TEMPLATE_11-26-24_UPDATE).pdf	PDF	May 26, 2026
ARPA_Contractor_Agreement_(More_Than_$100000)_(MPB)_(TEMPLATE_11-26-24_UPDATE).pdf	PDF	May 26, 2026
EEOC_Vendors_Notice_of_Fees.pdf	PDF	May 26, 2026
CEO_-_BOA_APPROVED_BUDGET_FINES_PENALTIES_CHART_FY-24-25.pdf	PDF	May 26, 2026
ARPA_Subrecipient_Subaward_Agreement_(More_Than_$100000)_(MPB)_(TEMPLATE_11-26-24_UPDATE).pdf	PDF	May 26, 2026
ARPA_Subrecipient_Subaward_Agreement_($100000_OR_LESS)_(MPB)_(TEMPLATE_11-26-24_UPDATE).pdf	PDF	May 26, 2026

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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

O O

G S\

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O U

\L -0

- C

CITY OF NEW HAVEN

DEPARTMENT OF ENGINEERING

FORT WOOSTER PARK

IMPROVEMENTS

PROJECT NUMBER 22-110-09

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

L-03 MATERIALS & GRADING

L-04 PLANTING PLAN

L-05 DETAILS 1

L-06 DETAILS 2

H O

N O

. E

R , M

R G

N N

I Z

N , P

.E . C

FORT WOOSTER

PARK

05-21-26

L-01

COVER

22-110-09

IMPROVEMENTS

BID SET

NOT FOR CONSTRUCTION

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SCALE IN MILES

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DEPARTMENT OF ENGINEERING : JANUARY 2005

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1 MILE

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RAYNHAM RD

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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

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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

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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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TERR.

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RUSSO

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CHURCH ST. EXT.

FOR AREAS DISTURBED BY CONSTRUCTION:

DECOMPACT AND 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.

EXISTING LAWN. DO

NOT DISTURB, TYP.

ASPHALT PATH - DO NOT DISTURB, TYP.

APPROXIMATE AREA OF FINE-GRADING

OPERATIONS (APPROX. 500 SF TOTAL).

CUT/FILL SHALL BE EQUAL - NO REMOVALS.

ALL GRADING OPERATIONS SHALL BE

COORDINATED IN FIELD WITH LANDSCAPE

ARCHITECT, TYP.

N D

REMOVE EXISTING MATERIAL (WOOD CHIPS,

LAWN), EXCAVATE TO REQUIRED DEPTH, PREPARE

AREA TO RECEIVE CONCRETE SIDEWALK, TYP.

NO WORK SHALL TAKE PLACE WITHIN DRIPLINE OF

EXISTING TREES WITHOUT PRIOR APPROVAL

FROM LANDSCAPE ARCHITECT, TYP.

PREPARE AREA TO RECEIVE NON-WOVEN

GEOTEXTILE FABRIC AND 4" DEPTH

WOOD CHIPS, TYP.

PREPARE AREA TO PRECAST CONCRETE

BENCH PAD, TYP.

EXISTING SIDEWALK AND ENTRY

COLUMNS. DO NOT DISTURB, TYP.

REMOVE EXISTING ASPHALT PATH

AND BASE.

CLEAR AND GRUB PER CTDOT

FORM 818, TYP.

PREPARE AREA TO RECEIVE

RECLAIMED BLUESTONE CURB.

PREPARE AREA TO RECEIVE NON-WOVEN

GEOTEXTILE FABRIC AND 4" DEPTH

WOOD CHIPS, TYP.

CLEAR AND GRUB PER CTDOT

FORM 818, TYP. DECOMPACT AND

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.EXTENTS TO BE

COORDINATED IN FIELD WITH

LANDSCAPE ARCHITECT, TYP.

EXISTING ABANDONED CONCRETE

ELECTRICAL/UTILITY VAULT. FILL

WITH PROCESSED AGGREGATE

TO FRAME ELEVATION.

PREPARE AREA TO RECEIVE

INTERMEDIATE RIPRAP, TYP.

SAWCUT (25 LF) Revision/IssueNo. Date

Project Number

Date

Sheet Number

Project Name and Address

Drawn By

Sheet Title

Professional Seal

FORT WOOSTER

PARK

Y O

F N

O F

C :\U

E\ C

O F

, C

- D O

C U

R O

F T

W O

-H O

D R

G S\

-0

- R

W G

H O

N O

. E

R , M

05-21-26

L-02

REMOVALS

22-110-09

IMPROVEMENTS

BID SET

NOT FOR CONSTRUCTION

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.

LEGEND

CLEAR AND GRUB

AREA TO RECEIVE CONCRETE PAVEMENT

AREA TO RECEIVE WOOD CHIPS

AREA OF FINE GRADING

0 10' 20' 40' 1" = 20'

SEEDED NATIVE MEADOW, USING ERNMX-181 NATIVE STEEP SLOPE MIX WITH ANNUAL

RYEGRASS BY ERNST SEEDS, OR APPROVED EQUAL. SUBMIT MANUFACTURER'S

PRODUCT SPECIFICATIONS FOR REVIEW AND APPROVAL. EXTENTS TO BE MARKED IN

FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

3' W x 4" D WOOD CHIPS OVER NON-WOVEN

GEOTEXTILE FABRIC, TYP.

EXISTING LAWN. DO

NOT DISTURB, TYP.

NEW 5' W x 4" D WOOD CHIP PATH, TYP. SEE

PROJECT DETAILS. PATH ALIGNMENT PER IN-FIELD

COORDINATION LANDSCAPE ARCHITECT, TYP.

WOOD CHIP PATH (VARIABLE WIDTH), OVER NON-WOVEN

GEOTEXTILE FABRIC, TYP. SEE PROJECT DETAILS.

EXTENTS AND ALIGNMENT PER COORDINATION WITH

LANDSCAPE ARCHITECT.

PRECAST CONCRETE PAD, TYP. SEE PROJECT DETAILS.

LOCATION PER COORDINATION WITH LANDSCAPE

ARCHITECT.

8'L SURFACE MOUNT CLASSIC STYLE RECTANGULAR

MULTI PEDESTAL TABLES (INCLUDING SEATS),

348SM-BRN8, BY BELSON OUTDOORS, OR APPROVED

EQUAL, TYP. LOCATIONS PER COORDINATION WITH

LANDSCAPE ARCHITECT.

SINGLE-SIDED MESSAGE CENTER KIOSK,

N1-1334436 (50"L x 4.25"W x 39 7

16"H)

POST-MOUNTED, W/ MOUNTING POSTS, BY

BELSON OUTDOORS, OR APPROVED EQUAL.

EXISTING ASPHALT PATH, TYP.

AERATE & INSTALL 3" D TOPSOIL PER

CTDOT FORM 818 SECTION 9.44 AND

M.13.01. FEATHER PERIMETER TO

MATCH SURROUNDING FINISHED

GRADES. SEED PER CTDOT FORM 818

SECTION 9.50 AND M.13.04, TYP.

EXTENTS PER COORDINATION WITH

LANDSCAPE ARCHITECT IN FIELD, TYP.

FOR AREAS DISTURBED BY CONSTRUCTION:

DECOMPACT AND 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.

SEE SHEET L-04 PLANTING

PLAN FOR PLANT SCHEDULE

AND LAYOUT, TYP.

APPROXIMATE AREA OF GRADING

OPERATIONS (APPROX. 550 SF TOTAL).

+/- ELEVATIONS INDICATE GRADE

DIFFERENCE FROM EXISTING. CUT/FILL

SHALL BE EQUAL. ALL GRADING

OPERATIONS SHALL BE COORDINATED IN

FIELD WITH LANDSCAPE ARCHITECT, TYP.

N D

+3" -3"

+3"

-6"

+3"

-6"

+3"

5' W x 4" D WOOD CHIPS OVER NON-WOVEN

GEOTEXTILE FABRIC, TYP.

CONCRETE PATH. SEE PROJECT DETAILS. EXTENTS

AND ALIGNMENT TO BE MARKED IN FIELD BY

CONTRACTOR IN COORDINATION WITH LANDSCAPE

ARCHITECT.

CONCRETE PATH. SEE PROJECT DETAILS. EXTENTS

AND ALIGNMENT TO BE MARKED IN FIELD BY

CONTRACTOR IN COORDINATION WITH LANDSCAPE

ARCHITECT.

POST AND ROPE FENCE, TYP. SEE PROJECT DETAILS.

SEE SHEET L-04 PLANTING PLAN AND

SCHEDULE FOR PLANT SPECIES AND

QUANTITIES, TYP.

SWALE - SEE PROJECT

DETAILS, TYP.

SITE BENCHES NOT IN

CONTRACT - BY OTHERS, TYP.

Revision/IssueNo. Date

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Drawn By

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05-21-26

L-03

MATERIALS & GRADING

22-110-09

IMPROVEMENTS

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

EXISTING ASPHALT PAVEMENT

SWALE

GRADING NOTES:

1. EXISTING CONDITIONS INFORMATION TAKEN FROM

SITE MEASUREMENTS AND RECONNAISSANCE.

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. ALL GRADING SHALL BE REVIEWED WITH ENGINEER

OR LANDSCAPE ARCHITECT PRIOR TO START OF

WORK.

5. CONTRACTOR SHALL NOTIFY ENGINEER OR

LANDSCAPE ARCHITECT OF ANY DISCREPANCIES

BETWEEN CONTRACTOR-MEASURED SITE ELEMENTS

OR CONDITIONS AND ENGINEER-MEASURED SITE

ELEVATIONS OR CONDITIONS.

6. ALL WALKWAYS SHALL MAINTAIN A CROSS SLOPE OF

LESS THAN 2%, UNLESS OTHERWISE NOTED. IF THE

CONTRACTOR CANNOT ACHIEVE A SLOPE THAT

MEETS THIS REQUIREMENT, THE ENGINEER OR

LANDSCAPE ARCHITECT SHALL BE NOTIFIED

IMMEDIATELY.

7. ALL PROPOSED PAVEMENTS SHALL MEET THE LINE

AND GRADE OF EXISTING ADJACENT PAVEMENT

SURFACES. THE PAVING SHALL BE A MAXIMUM OF 14"

LOWER THAN THE FINISHED FLOOR ELEVATIONS AT

ALL DOORWAYS.

8. ALL WALKWAYS SHALL MAINTAIN A LONGITUDINAL

SLOPE OF NOT MORE THAN 5% UNLESS EXPLICITLY

NOTED OTHERWISE. IF THE CONTRACTOR CANNOT

ACHIEVE A SLOPE THAT MEETS THIS REQUIREMENT,

THE ENGINEER OR LANDSCAPE ARCHITECT SHALL BE

NOTIFIED IMMEDIATELY.

9. ALL PAVED OR PLANTED AREAS SHALL SLOPE TO

DRAIN, WHERE APPLICABLE.

10. ALL PAVEMENTS SHALL HAVE A MINIMUM PITCH OF

1%, UNLESS NOTED OTHERWISE.

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 CONSTRUCTIONWOOD CHIP PATH

SEEDED LAWN

SEEDED NATIVE MEADOW

CONCRETE PAVEMENT

0 10' 20' 40' 1" = 20'

SEEDED NATIVE MEADOW, USING ERNMX-181 NATIVE STEEP SLOPE MIX WITH ANNUAL

RYEGRASS BY ERNST SEEDS, OR APPROVED EQUAL. SUBMIT MANUFACTURER'S

PRODUCT SPECIFICATIONS FOR REVIEW AND APPROVAL. EXTENTS TO BE MARKED IN

FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

FOR AREAS DISTURBED BY CONSTRUCTION:

DECOMPACT AND 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.

EXISTING LAWN. DO

NOT DISTURB, TYP.

EXISTING ASPHALT PATH -

DO NOT DISTURB, TYP.

N D

AERATE & INSTALL 3" D TOPSOIL PER

CTDOT FORM 818 SECTION 9.44 AND

M.13.01. FEATHER PERIMETER TO

MATCH SURROUNDING FINISHED

GRADES. SEED PER CTDOT FORM 818

SECTION 9.50 AND M.13.04, TYP.

EXTENTS PER COORDINATION WITH

LANDSCAPE ARCHITECT IN FIELD, TYP.

TREE LOCATIONS SHALL BE MARKED IN FIELD BY

LANDSCAPE ARCHITECT PRIOR TO PLANTING, TYP.

PLANTING PRACTICES AND METHODOLOGY PER

CTDOT FORM 818, TYP., AND PER LANDSCAPE

ARCHITECT'S CONSULTATION AND DIRECTION

PRIOR TO BREAKING GROUND.

SHRUB, GRASS, PERENNIAL LOCATIONS SHALL

BE MARKED IN FIELD BY LANDSCAPE

ARCHITECT PRIOR TO PLANTING, TYP.

PLANTING PRACTICES AND METHODOLOGY

PER CTDOT FORM 818, TYP., AND PER

LANDSCAPE ARCHITECT'S CONSULTATION

AND DIRECTION PRIOR TO BREAKING GROUND.

SWALES TO RECEIVE ERNMX-251 PA NEW ENGLAND PROVINCE FACW MIX WITH

ANNUAL RYEGRASS BY ERNST SEEDS, OR APPROVED EQUAL. SUBMIT

MANUFACTURER'S PRODUCT SPECIFICATIONS FOR REVIEW AND APPROVAL. EXTENTS

TO BE MARKED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

Revision/IssueNo. Date

Project Number

Date

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Drawn By

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PLANTING NOTES:

1. SEE PLANTING SCHEDULE FOR PLANT TYPE, SIZE,

AND QUANTITY.

2. ALL DISTURBED AREAS SHALL BE LOAMED AND

SEEDED WITHIN THE LIMIT OF WORK, UNLESS

OTHERWISE NOTED.

3. CONTRACTOR TO PROTECT ALL EXISTING

VEGETATION TO REMAIN.

4. ALL EXISTING PLANTS SHALL BEAR THE SAME

RELATIONSHIP TO FINISHED GRADE AS TO ORIGINAL

GRADES BEFORE DIGGING.

5. THE CONTRACTOR SHALL PROTECT EXISTING TREES

AS COORDINATED WITH LANDSCAPE ARCHITECT.

6. THE CONTRACTOR SHALL LOCATE AND MARK ALL

EXISTING AND PROPOSED UTILITIES PRIOR TO

COMMENCING WORK.

7. PLANT LAYOUT SHALL BE MARKED OR STAKED AND

APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO

PLANT INSTALLATION.

8. THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE

IMPLEMENTATION OF PLANTING MATERIALS PER

SPECIFICATIONS (CTDOT FORM 818).

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.

FORT WOOSTER

PARK

05-21-26

L-04

PLANTING

22-110-09

IMPROVEMENTS

BID SET

NOT FOR CONSTRUCTION

PLANTING SCHEDULE

ABBREVIATION QUANTITY COMMON NAME BOTANICAL NAME SIZE SPACING

CONDITION / NOTES

2 1.5" - 2"RED MAPLE ACER RUBRUM BY LAND. ARCH. B & B

0 10' 20' 40' 1" = 20'

CC 7 8' - 12' HEASTERN REDBUD CERCIS CANADENSIS BY LAND. ARCH. MULTI-STEM (3-5 STEMS), B & B

MV 5 SWEETBAY MAGNOLIA MAGNOLIA VIRGINIANA

AM 21 2 GAL.BLACK CHOKEBERRY ARONIA MELANOCARPA CONTAINER. ROOT-BOUND SPECIMENS WILL BE REJECTED. PLANT SHALL BE APPROPRIATELY SIZED TO POT.

CA 23 1 GAL.APPALACHIAN SEDGE CAREX APPALACHIA

AC 24 1 GAL.BLUE WOOD ASTER ASTER CORDIFOLIUS

PV 18 1 GAL.SWITCHGRASS PANICUM VIRGATUM 'SHENANDOAH'

SC 28 1 GAL.BLUESTEM GOLDENROD SOLIDAGO CASESIA

8' - 12' H BY LAND. ARCH. MULTI-STEM (3-5 STEMS), B & B

BY LAND. ARCH.

SS 22 1 GAL.LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM BY LAND. ARCH.

JT 35 1 GAL.PATH RUSH JUNCUS TENUIS BY LAND. ARCH.

CONTAINER. ROOT-BOUND SPECIMENS WILL BE REJECTED. PLANT SHALL BE APPROPRIATELY SIZED TO POT.

Revision/Issue

No.

Date

Project Number

Date

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Project Name and Address

Drawn By

Sheet Title

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FORT WOOSTER

PARK

05-21-26

L-05

DETAILS 1

22-110-09

IMPROVEMENTS

BID SET

NOT FOR CONSTRUCTION

AutoCAD SHX Text MINIMUM WIDTH OF CURB AT BOTTOM SHALL BE 4" OR NO GREATER THAN - THE HEIGHT OF THE PIECE.

AutoCAD SHX Text

JOINT BETWEEN GRANITE OR CONCRETE SECTIONS ARE NOT TO EXCEED -".

AutoCAD SHX Text

USE -" PREFORMED EXPANSION JOINT FILLER SPACED NOT MORE THAN 20'-0" O.C. FOR

AutoCAD SHX Text CURBS OF RADIUS LESS THAN 100' SHALL BE CUT OR CAST TO REQUIRED RADIUS AND LENGTH.

AutoCAD SHX Text

ALL PIECES SHALL BE 6'-0" LONG EXCEPT FOR CLOSURES WHERE NO PIECE LESS THAN

AutoCAD SHX Text

CITY OF NEW HAVEN

AutoCAD SHX Text

DEPARTMENT OF ENGINEERING

AutoCAD SHX Text

STD-NH-02

AutoCAD SHX Text

FEB. 2024

AutoCAD SHX Text

DRAWING NO.:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

K:\ENGINEER\DWG

AutoCAD SHX Text

DRIVE:

AutoCAD SHX Text

FILE:

AutoCAD SHX Text

TO BE USED ONLY IN AREAS AS APPROVED BY THE CITY ENGINEER.

AutoCAD SHX Text **%%uNOTE:

AutoCAD SHX Text %%uNOTES:%%u

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text

PRECAST OR CAST-IN-PLACE CONCRETE CURB.

AutoCAD SHX Text

4'-0" LONG SHALL BE USED.

AutoCAD SHX Text

PARTIAL ELEVATION

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SCALE: -"=1'-0"

AutoCAD SHX Text

NO PROJECTION TO

AutoCAD SHX Text

GRANITE CURB DETAILS

AutoCAD SHX Text

CROSS SECTION

AutoCAD SHX Text

FALL OUTSIDE PLANE

AutoCAD SHX Text

AutoCAD SHX Text 5"

AutoCAD SHX Text

AutoCAD SHX Text 90%%D

AutoCAD SHX Text

Au…

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