Killingly Brickyard_Construction Documents_Issued for Bidding 4-22-26.pdf

Drawing Index

L-2.0

L-4.0

Site Demolition & Erosion and Sediment Control Plan

L-5.0

Site Improvements Plan

Site Planting Plan

L-8.0

L-3.0

L-1.0 Project Notes

Site Grading Plan - Main Street Parking Lot

Site Details Site Details

L-10.0 L-10.1

THE BRICKYARD PLAZA

JIM WAS HERE

PREPARED FOR:

TOWN OF KILLINGLY

172 Main Street Danielson, CT 06239

PREPARED BY:

SUBMISSION:

February 16, 2025 - ISSUED FOR BID

Site DetailsL-10.2

L-1.1 Project Notes

Site Demolition & Erosion and Sediment Control Details

S-1 Existing Conditions Plan

L-6.1

Site Layout Plan

L-7.0

Paint Pattern Layout Plan - Add Alternate 3

128 MAIN STREET, KILLINGLY, CONNECTICUT

Site Expansion and Control Joint Plan

Site Signage and Striping Plan

Site Lighting & Electrical Plan

L-9.0

SE-1.0

L-6.0

Paint Pattern Layout Plan - Add Alternate 2

SITE

Site DetailsL-10.3 Site DetailsL-10.4

L-6.2

Paint Pattern Layout Plan - Add Alternate 4

Electrical Power Riser Diagram and DetailsSE-2.0 Light Fixture CutsSE-2.1

L-8.1

Site Grading Plan - Event Plaza

L-8.2

Site Grading Plan - Art Park

L-2.1

OVERALL PROPOSED SITE DESIGN

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STREET

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MAIN

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STREET

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BROAD

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STREET

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MAPLE

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STREET

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COTTAGE

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STREET

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HAWKINS

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STREET

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REYNOLDS

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STREET

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CAPRON

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AVE

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COMMERCE

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STREET

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SCHOOL

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ST

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FURNACE

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CENTER

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ST

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FURNACE

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STREET

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STREET

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BROAD

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FIVEMILE POND

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STREET

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LHOMME

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STREET

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DORRANCE

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STREET

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FRANKLIN

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WATER

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STREET

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PROVIDENCE

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ROAD

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WATER

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STREET

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STREET

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OAK

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STREET

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ACADEMY

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LOCATION MAP SCALE 1 IN. = 500 FT.

SCHOOL STREET

C E

N T

E R

S T

R E

E T

M A

IN

STR

EET

FURNACE STREET

NO

PARKING

N/F

SOVEREIGN

PROPERTY

ASSOCIATES LLC

113 SCHOOL STREET

N/F

JASTRZEBSKI

BRIAN CARL

110 SCHOOL STREET

N/F

LOPES ELIAS

& TRINIDAD JANICE

99 SCHOOL STREET

N/F

ANNALISE REALTY LLC

95 SCHOOL STREET N/F

HARTUNG ROBERT P

89 SCHOOL STREET

N/F

LEPP HARRY

66 COTTAGE STREET

N/F

6070 COTTAGE LLC

60 COTTAGE STREET

N/F

HUSTUS THOMAS J

& DAVID HUSTUS

SONIA M

40 FURNACE ST

N/F

REEVES JERRY P

& JACK REEVES

12 FURNACE ST

N/F

8 FURNACE

STREET LLC

8 FURNACE ST

N/F

SSM

INVESTMENTS

LLC

122 MAIN STREET

N/F

RIVERS REALTY LLC

134 MAIN STREET

N/F

PB PROJECTS VII LLC

140 MAIN STREET

N/F

DANIELSON

LODGE OF ELKS

13 CENTER STREET

The Brickyard Plaza

K+F Project No.

Date

Scale

Drawing No.

February 16, 2026

2023021

Revisions Date

0 30

1" = 30'

602010

NORTHNORTH

ISSUED FOR BID

Town of Killingly Connecticut

S-1

EXISTING

CONDITIONS PLAN

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12" TREE

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24" STUMP

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8" MAPLE

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SNET #193

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(A.K.A. CONNECTICUT ROUTE #12)

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CB T/F=225.13

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EVERSOURCE #398

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HYDRANT

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DRAIN T/F=218.23

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DRAIN T/F=218.71

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12" CEDAR

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12" MAPLE

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12" CRAB APPLE

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UTY POLE NO #

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BUSH

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ABROVITE

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EVERGREEN SHRUB

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WOODEN DECK

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8" STUMP

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FIRE ESCAPE

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24" MAPLE

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CL&P #397

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SNET #9

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10" STUMP

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6" PINE

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12" TREE

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BUSH

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BUSH

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SHRUB

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SHRUB & RAISED BRICK PLANTER

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BIT APRON

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CONC APRON

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CONC WALK

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CONC APRON

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SAN MH T/F=218.09

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CONC

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TREES & SCRUB BRUSH

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ROCK

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AC

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RD

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RD

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IP REC

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DH REC

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OIL TANK

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BUILDING ALCOVE

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BOLLARD

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BOLLARD

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RD

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RD

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BOLLARD

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WOOD DECK

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GAS METER

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CONC PIERS (TYP)

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CONC PIERS (TYP)

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7" TREE

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7" TREE

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16" TREE

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6" TREE

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18" ELM

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BUILDING ALCOVE

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RAMP

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TRASH CAN

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TRASH CAN

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BUTT CAN

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TRASH CAN

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BIKE RACK

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12" TREE

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ROCK

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HAND RAIL

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12" TREE

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RAILROAD SIGNAL POLE

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CL&P #203

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27" MAPLE

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34" MAPLE

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20" NORWAY SPRUCE

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8" OAK

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10" CRAB APPLE

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VINYL PRIVACY FENCE

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VINYL PRIVACY FENCE

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WOODEN DECK

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DECORATIVE BRICK WALL

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24" MAPLE

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20" OAK

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8" CEDAR

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The Brickyard Plaza

K+F Project No.

Date

Scale

Drawing No.

February 16, 2026

2023021

Revisions Date

ISSUED FOR BID

Town of Killingly Connecticut

PROJECT NOTES

L-1.0

APPROVALS AND REFERENCE:

1. ADDITIONAL STATE AND FEDERAL PERMITS MAY BE REQUIRED

PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION

ACTIVITY. THE CONTRACTOR SHALL VERIFY WITH THE TOWN

THAT ALL PERMITS HAVE BEEN RECEIVED.

3. THE FOLLOWING STANDARDS OF CARE ARE INCLUDED BY

REFERENCE:

· INLAND WETLAND & WATERCOURSE REGULATIONS FOR

THE CITY OF NEW LONDON- AS AMENDED

· 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND

SEDIMENT CONTROL AND IT'S ERRATA SHEET

· 2004 CONNECTICUT STORMWATER QUALITY MANUAL

· GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER

AND DEWATERING WASTEWATERS FROM CONSTRUCTION

ACTIVITIES AS ADMINISTERED BY THE CONNECTICUT

DEPARTMENT OF ENERGY & ENVIRONMENTAL PROTECTION

4. THE MOST RECENTLY ADOPTED VERSION(S) OF THE FOLLOWING

GOVERNING CODES SHALL APPLY:

· STATE OF CONNECTICUT BUILDING CODE 2022

· 2021 INTERNATIONAL BUILDING CODE

· ICC/ANSI A117.1 2017 ACCESSIBLE AND USABLE

BUILDINGS AND FACILITIES

· 2021 INTERNATIONAL EXISTING BUILDING CODE

· 2021 INTERNATIONAL PLUMBING CODE

· 2021 INTERNATIONAL MECHANICAL CODE

· 2021 INTERNATIONAL ENERGY CONSERVATION CODE

· 2020 NFPA 70, NATIONAL ELECTRIC CODE, OF THE

NATIONAL FIRE PROTECTION ASSOCIATION, INC.

· 2021 INTERNATIONAL RESIDENTIAL CODE OF THE

INTERNATIONAL CODE COUNCIL, INC.

· · UNIFORM FEDERAL ACCESSIBILITY STANDARDS -

AMERICANS WITH DISABILITIES ACT STANDARDS FOR

ACCESSIBLE DESIGN

GENERAL NOTES:

1. ALL NEW UTILITIES SHALL BE UNDERGROUND.

2. ALL WORK TO CONFORM TO TOWN OF KILLINGLY SITE PLAN

STANDARDS.

3. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ANSI

STANDARDS OR TOWN OF KILLINGLY SITE PLAN STANDARDS,

WHICHEVER IS MORE RESTRICTIVE.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL

UTILITY LOCATIONS PRIOR TO CONSTRUCTION. "CALL BEFORE

YOU DIG" IS TO BE NOTIFIED PRIOR TO ANY CONSTRUCTION.

(800-922-4455). MARKINGS SHALL BE PROTECTED

THROUGHOUT CONSTRUCTION. IF ANY MARKING IS ELIMINATED

DUE TO CONSTRUCTION ACTIVITIES IT IS THE CONTRACTORS

RESPONSIBILITY TO HAVE CT CALL BEFORE YOU DIG

RE-ESTABLISH THE UTILITY MARKING.

5. A CONNDOT HIGHWAY ENCROACHMENT PERMIT IS REQUIRED

FOR ALL WORK WITHIN THE STATE RIGHT-OF-WAY.

6. THE CONTRACTOR WILL NOTIFY THE TOWN OF KILLINGLY TREE

WARDEN BEFORE REMOVAL OR PRUNING OF ANY TREES THAT

STAND ON TOWN PROPERTY AS PER STATE OF CONNECTICUT

GENERAL STATUES CHAPTER 451 SECTION 23-58, AS AMENDED.

7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

APPLICABLE CONSTRUCTION PERMITS, PRIOR TO

CONSTRUCTION, FROM THE TOWN OF KILLINGLY ALONG WITH

ANY OTHER APPLICABLE AGENCIES. ALL AGENCIES ARE TO BE

NOTIFIED AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT

OF CONSTRUCTION. A PRE-CONSTRUCTION MEETING IS TO BE

HELD WITH THE MUNICIPAL AGENT, OWNER'S REPRESENTATIVE

AND OR CIVIL ENGINEERS PRIOR TO THE COMMENCEMENT OF

ANY DISTURBANCE OR CONSTRUCTION.

8. ALL EROSION AND SEDIMENTATION CONTROL MEASURES

APPLICABLE TO A GIVEN AREA OF CONSTRUCTION SHALL BE IN

PLACE AND APPROVED BY EITHER THE OWNER'S

REPRESENTATIVE AND OR CIVIL ENGINEER PRIOR TO THE

COMMENCEMENT OF WORK IN THAT AREA.

9. ALL DISTURBED SOIL SHALL BE HYDRO-SEEDED.

10. ALL UPLAND AREAS OF PROPOSED FILL SHALL BE FINISH

GRADED WITH 4" OF TOPSOIL AND SEEDED WITH AN

APPROPRIATE SEED MIXTURE BASED ON RECOMMENDATION

APPROPRIATE FOR USE AND SEASON AS DELINEATED BY THE

CONNECTICUT GUIDELINES FOR SOIL EROSION AND

SEDIMENTATION CONTROL NARRATIVE.

11. NO STUMPS, VEGETATIVE MATER, CONSTRUCTION DEBRIS, OR

OTHER MAN-MADE OBJECTS ARE PERMITTED TO BE BURIED ON

SITE.

12. ALL FILL SHALL BE PLACED IN SIX INCH (6") LIFTS AND

MECHANICALLY COMPACTED. FILL UNDER HARDSCAPE SHALL BE

COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY

ASSHTO T-180(D). QUALITY AND METHOD OF PLACEMENT SHALL

CONFORM TO D.O.T. FORM 818 OR THE MOST CURRENT VERSION

AS AMENDED . SPECIAL CARE SHALL BE TAKEN FOR FILL AREAS

WITH LARGE ROCK. COMPACTION IN ROCK FILL SHALL MEET

THE 95% MAXIMUM DENSITY AND A RECORD OF THE RESULT

SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR APPROVAL.

13. ALL CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE

FIELD AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO

ANY CLEARING OR GRUBBING. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR REPLACEMENT PLANTINGS SUITABLE TO

MUNICIPAL AGENT AND OR OWNER'S REPRESENTATIVE FOR ANY

SIGNIFICANT ENCROACHMENT BEYOND CLEARING LIMITS.

14. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

DISTANCES AND LOCATIONS AND QUANTITIES AS DEPICTED ON

THE APPROVED CONSTRUCTION DOCUMENTS. IF THERE ARE

ANY DISCREPANCIES OR CHANGES IN FIELD CONDITIONS NOT

ADDRESSED BY THESE DOCUMENTS, THE OWNER'S

REPRESENTATIVE AND OR CIVIL ENGINEER SHALL BE NOTIFIED

PRIOR TO ANY CONSTRUCTION MODIFICATIONS.

15. ALL EXCESS MATERIAL RESULTING FROM EXCAVATION AND

CONSTRUCTION BECOMES PROPERTY OF THE CONTRACTOR AND

SHALL BE PROPERLY DISPOSED OF OFF-SITE. NO MATERIAL

SHALL BE PLACED BEYOND THE LIMITS OF CONSTRUCTION OR

WITHIN WETLAND AREAS.

16. THESE GUIDELINES SHALL APPLY TO ALL WORK CONSISTING OF

ALL TEMPORARY AND/OR PERMANENT MEASURES TO CONTROL

WATER POLLUTION AND SOIL EROSION AS MAY BE REQUIRED

DURING THE CONSTRUCTION OF THE PROJECT. IN GENERAL,

ALL CONSTRUCTION ACTIVITIES SHALL PROCEED IN A

WORKMANLIKE MANNER WITH THE STATED INTENTION TO

MINIMIZE THE TIME TO COMPLETION AS WELL AS THE

PREVENTION OF THE POLLUTION OF ANY INLAND WETLANDS,

WATERCOURSES, WATER BODIES OR CONDUIT CARRYING

SURFACE WATER. THE CONTRACTOR SHALL LIMIT, INSOFAR AS

POSSIBLE, THE SURFACE AREA OF EARTH MATERIALS EXPOSED

BY CONSTRUCTION METHODS, AND TO IMMEDIATELY PROVIDE

PERMANENT AND/OR TEMPORARY POLLUTION CONTROL

MEASURES TO PREVENT CONTAMINATION OF ADJACENT

WETLANDS, WATERCOURSES OR WATER BODIES, AND TO FULLY

MANAGE POSSIBLE EROSION CONDITIONS THROUGHOUT THE

CONSTRUCTION LIMITS. NO CONSTRUCTION ACTIVITY SHALL

COMMENCE UNTIL THE HEREIN STATED SOIL EROSION AND

SEDIMENT CONTROL PLAN HAS BEEN CERTIFIED AND THOSE

CONTROL MEASURES DEPICTED HEREIN HAVE BEEN FULLY

INSTALLED AND ARE FUNCTIONAL.

17. CONTRACTOR IS RESPONSIBLE FOR ENGAGING THE PROPER

UTILITY COMPANIES FOR RELOCATION AND/OR REMOVAL OF

EQUIPMENT, NOT LIMITED TO UTILITY POLES, GUY WIRES, AND

OVERHEAD WIRES.

18. NOTIFY OWNER'S REPRESENTATIVE AT LEAST 48 HOURS PRIOR

TO ANY ACTIVITY REQUIRING FIELD OBSERVATION

19. STOCKPILING OF BUILDING MATERIALS SHALL BE CONFINED

WITHIN THE APPROVED AREAS OF CONSTRUCTION

DISTURBANCE. MATERIAL STOCKPILES SHALL BE MAINTAINED

IN A SAFE AND WORKMANLIKE MANNER. TRASH CONTAINERS

AND COLLECTION POINTS SHALL BE MAINTAINED THROUGHOUT

THE CONSTRUCTION PERIOD. ALL REFUSE IS TO BE REMOVED

TO AN APPROPRIATE FACILITY.

20. VEHICULAR MOVEMENT SHALL BE LIMITED TO ESTABLISHED

CONSTRUCTION ACCESS POINTS. UNNECESSARY

ENCROACHMENT OF CONSTRUCTION EQUIPMENT OR OTHER

VEHICLES SHALL NOT BE ALLOWED IN NON-CONSTRUCTION

PORTIONS OF THE PROPERTY. VEHICULAR ACCESS TO AREAS

OUTSIDE THE AREAS OF DISTURBANCE SHALL BE RESTRICTED

TO THE MINIMUM NECESSARY TO PERFORM ESSENTIAL AND

REQUIRED CONSTRUCTION ACTIVITIES.

21. ALL MATERIALS USED ON THE PROJECT SHALL BE IN

CONFORMANCE TO THE CONNECTICUT DEPARTMENT OF

TRANSPORTATION SPECIFICATION FORM 818 OR THE MOST

CURRENT EDITION OR AS SPECIFIED.

PEDESTRIAN CONTROL:

1. TEMPORARY CONSTRUCTION FENCING SHALL BE USED TO

PREVENT PEDESTRIAN ACCESS TO THE CONSTRUCTION SITE

UNTIL SUBSTANTIAL COMPLETION HAS BEEN REACHED FOR THE

PHASE OF THE PROJECT.

2. CONSTRUCTION FENCING SHALL BE MOVEABLE.

3. THE PUBLIC SIDEWALK SHALL REMAIN OPEN WHERE FEASIBLE.

CONSTRUCTION FENCING SHALL BE MOVED TO ADJUST TO

WHERE WORK IS HAPPENING THAT DAY.

CONSTRUCTION WITHIN TREE PROTECTION

AREAS:

1. TREE PROTECTION AREA: THE LAND AREA DIRECTLY UNDER THE

TREE CANOPY AS MEASURED FROM THE TRUNK TO THE OUTER

MOST LEAVES OF THE CANOPY OR DRIP LINE. SOIL COMPACTION

AND, PHYSICAL OR CHEMICAL DAMAGE TO ROOTS WITHIN THIS

AREA CAN BE DETRIMENTAL TO THE HEALTH OF THE TREE.

2. A NUMBER OF EXISTING TREES SHALL BE PRESERVED AND

PROTECTED AS PART OF THIS PROJECT. MANY OF THESE TREES

WILL BE IMPACTED WITH THE INSTALLATION OF NEW WALKWAYS,

FOUNDATIONS AND UTILITIES. ALL CONSTRUCTION ACTIVITIES

WITHIN THESE AREAS SHALL BE DONE UNDER THE DIRECT

SUPERVISION OF THE OWNER'S REPRESENTATIVE

3. EXISTING ROOTS PROXIMATE TO PROPOSED AND EXISTING

PAVING SHALL BE EXPOSED USING AN AIRSPADE OR BY HAND. IN

AREAS WHERE ROOTS MUST BE REMOVED FOR CONSTRUCTION

OF WALKS, FOUNDATIONS, WALLS, ETC, ROOTS SHALL BE

SEVERED PRIOR TO EXCAVATION TO ELIMINATE UNNECESSARY

TEARING OF ROOTS BY HEAVY EQUIPMENT.

4. TREE ROOTS SHALL NOT BE PRUNED OR CUT UNLESS THEIR

REMOVAL IS UNAVOIDABLE OR ABSOLUTELY NECESSARY. THE

LANDSCAPE ARCHITECT SHALL BE NOTIFIED PRIOR TO ANY

OPERATION KNOWN OR SUSPECTED TO INVOLVE CUTTING OF

MORE THAN:

a. TWO ROOTS, THREE (3) INCHES OR MORE IN DIAMETER;

AND/OR

b. FOUR ROOTS BETWEEN TWO (2) AND THREE (3) INCHES IN

DIAMETER. THE ARBORIST SHALL BE NOTIFIED IMMEDIATELY

IN THE EVENT THAT ROOTS IN EXCESS OF THAT DESCRIBED

ABOVE ARE CUT, TORN, RIPPED, OR OTHERWISE INJURED.

4. WHEN EXCAVATING FOR CONSTRUCTION OF INLETS, WALLS,

FOUNDATIONS,ETC. EXCAVATED SOIL SHALL BE DEPOSITED IN

TRUCKS AND HAULED OFF OR DEPOSITED TEMPORARILY ON

3/4-INCH THICK PLYWOOD. EXCAVATED AND FILL SOIL SHALL NOT

BE DEPOSITED, EVEN TEMPORARILY, ON UNPROTECTED NATURAL

GRADE. EXCAVATED FILL SOIL SHALL BE RETURNED AS BACKFILL

WHERE POSSIBLE.

5. ALL TRENCHING OR OTHER WORK UNDER THE DRIPLINE OF ANY

TREE SHALL BE DONE BY HAND OR BY OTHER METHODS, WHICH

WILL PREVENT BREAKAGE OR OTHER INJURY TO BRANCHES AND

ROOTS.

6. LIMIT GRADING TO A MAXIMUM OF TWO (2) INCHES OF FILL OVER

NATURAL GRADE WITHIN CRITICAL ROOT ZONES. FILL SHOULD

CONSIST OF SANDY LOAM TOPSOIL. CLAY SOILS SHALL NOT BE

USED AS FILL. WHEN USING FILL SOIL, THE EXISTING SURFACE TO

RECEIVE FILL SHOULD BE SCARIFIED PRIOR TO FILLING. ANY

FILLING OPERATION SHOULD NOT OCCUR DURING WATER

SATURATED SOIL CONDITIONS.

ENVIRONMENTAL BMP & PROTECTION:

1. NO CONSTRUCTION SHALL PROCEED UNTIL PROPER

SEDIMENTATION AND EROSION CONTROL METHODS HAVE BEEN

INSTALLED AS THE SEQUENCE OF CONSTRUCTION

NECESSITATES.

2. NO EQUIPMENT, MATERIALS OR MACHINERY SHALL BE STORED,

CLEANED OR REPAIRED WITHIN SEVENTY-FIVE (75) FEET OF ANY

WETLAND, WATERCOURSE OR STORMWATER CONVEYANCE

PIPES.

3. NO OBJECTIONABLE MATERIALS RESULTING FROM ANY

CLEARING ACTIVITY SHALL BE DISPOSED OF IN ANY WETLAND

OR WATERCOURSE. THIS INCLUDES, BUT IS NOT LIMITED TO,

STUMPS, TREE ROOTS, MATTED ROOTS, WOOD CHIPS AND

OTHER DEBRIS.

4. FORDING STREAMS WITH EQUIPMENT SHALL BE PROHIBITED

UNLESS SPECIFIED ELSEWHERE. APPROVAL FROM THE TOWN

WILL BE REQUIRED FOR ANY HAUL ROAD OR TEMPORARY

STRUCTURE PLACED IN WETLANDS OR WATERCOURSES.

5. NO SOIL FILL OR OTHER MATERIALS SHALL BE DEPOSITED IN

WETLANDS OR WATERCOURSES EXCEPT AS OTHERWISE

APPROVED BY THE TOWN AND DEPICTED HEREON.

6. WHERE DEWATERING IS NECESSARY, THE PUMP SHALL NOT

DISCHARGE DIRECTLY INTO ANY WETLAND OR WATERCOURSE.

PROPER METHODS AND DEVICES SHALL BE UTILIZED, SUCH AS

PUMPING THE WATER INTO A TEMPORARY SEDIMENTATION

POOL, PROVIDING SURGE PROTECTION AT THE INLET AND THE

OUTLET OF PUMPS, FLOATING THE INTAKE OF THE PUMP, OR

OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED

SOLIDS. IF THE PUMPING OPERATION IS CAUSING TURBIDITY

PROBLEMS, SAID OPERATION SHALL CEASE UNTIL FEASIBLE

MEANS OF CONTROLLING TURBIDITY ARE DETERMINED AND

IMPLEMENTED.

7. ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL BE

PROPERLY STABILIZED TO PREVENT EROSION AND SUITABLY

CONTAINED TO PREVENT TURBID RUNOFF FROM REENTERING A

WETLAND OR WATERCOURSE. ALL AREAS AFFECTED BY

TEMPORARY FILLS MUST BE RESTORED TO THEIR ORIGINAL

CONTOURS, AND RE- VEGETATED WITH SUITABLE VEGETATION.

THE USE OF TEMPORARY FILL AND/OR EXCAVATION SHALL BE

MINIMIZED TO ONLY THAT AREA REQUIRED TO PERFORM THE

WORK.

8. DUMPING OF OIL OR OTHER DELETERIOUS MATERIALS ON THE

GROUND IS FORBIDDEN. THE CONTRACTOR SHALL PROVIDE A

MEANS OF CATCHING, RETAINING AND PROPERLY DISPOSING OF

DRAINED OIL, REMOVED OIL FILTERS, OR OTHER DELETERIOUS

MATERIAL FROM EQUIPMENT USED ON SITE. VEHICLE

MAINTENANCE EXCEPT DAILY AND PERIODIC PROCEDURES

SHALL BE COMPLETED OFF SITE. ALL OIL SPILLS SHALL BE

IMMEDIATELY REPORTED TO THE DEPARTMENT OF

ENVIRONMENTAL PROTECTION/HAZARDOUS MATERIALS OFFICE.

FAILURE TO DO SO MAY RESULT IN THE IMPOSITION OF FINES

UNDER THE APPLICABLE CONNECTICUT GENERAL STATUTES.

9. EVERY PRECAUTION SHALL BE USED WHILE WORKING NEAR A

WATERWAY OR STORMWATER CONVEYANCE SYSTEM TO

PREVENT AND MINIMIZE THE DEGRADATION OF THE EXISTING

WATER QUALITY. ALL ACTIVITIES SHALL BE IN CONFORMANCE

TO AND CONSISTENT WITH ALL APPLICABLE WATER QUALITY

STANDARDS AND MANAGEMENT PRACTICES AS SET FORTH BY

LOCAL, STATE AND FEDERAL AGENCIES.

10. DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR IS

RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL

MEASURES. SAID MEASURES SHALL BE INSPECTED WEEKLY AND

AFTER EACH RAINSTORM AND DURING A MAJOR STORM EVENT.

ACCUMULATED DEPOSITS OF SEDIMENT AND SILT SHALL BE

PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE

EROSION AND SEDIMENT CONTROL BARRIERS, AND UPON

ESTABLISHMENT OF PERMANENT SEEDING AND MULCHING.

SUCH MATERIALS REMOVED SHALL BE SPREAD AND STABILIZED

IN NON-WETLAND AREAS WHICH ARE NOT SUBJECT TO

EROSION, OR WHICH ARE NOT TO BE PAVED OR BUILT UPON.

11. HAY BALES, SILT FENCING AND OTHER EROSION AND SEDIMENT

CONTROL MEASURES SHALL BE REPAIRED, CLEANED AND/OR

REPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION

PERIOD IN ORDER TO MAINTAIN COMPLETE AND INTEGRAL

EROSION AND SEDIMENT CONTROL PROTECTION. ONCE IN

PLACE ALL EROSION AND SEDIMENT CONTROL FACILITIES AND

MEASURES ARE TO REMAIN IN PLACE AND IN PROPER

CONDITION AND BE CONTINUOUSLY MAINTAINED UNTIL FINAL

GRADING HAS BEEN COMPLETED, ALL DISTURBED AREAS

UPGRADIENT OF SAID FACILITIES HAVE BEEN PERMANENTLY

STABILIZED AND ALL NEWLY GRASSED AREAS HAVE HAD AT

LEAST TWO MOWINGS. FOLLOWING SUCH PERMANENT

STABILIZATION, THE FACILITIES SHALL BE DISMANTLED,

REMOVED, AND DISPOSED OF IN AN APPROVED MANNER.

ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES

BEYOND THOSE SHOWN ON THE PLANS OR PRESCRIBED HEREIN

SHALL BE PUT IN PLACE, WHENEVER NECESSARY, TO ADDRESS

FIELD CONDITIONS AND/OR AS ORDERED BY THE TOWN.

12. DISTURBANCE OF THE LAND SHALL BE LIMITED TO THE MINIMUM

EXTENT NECESSARY TO COMPLETE THE PROPOSED

DEVELOPMENT. ALL EXISTING TREES AND SHRUBS SHALL BE

CONSERVED WHERE POSSIBLE, EXCEPT THOSE WHOSE REMOVAL

IS REQUIRED TO PERFORM THE PROPOSED WORK. THE LIMITS

OF DISTURBANCE SHALL BE ESTABLISHED IN THE FIELD PRIOR

TO STARTING ANY ACTUAL CONSTRUCTION ACTIVITIES AND

SHALL BE GENERALLY AS DEPICTED BY THE GRADING/SITE

DEVELOPMENT DRAWINGS.

EROSION AND SEDIMENT CONTROL:

1. A QUALIFIED THIRD PARTY EROSION AND SEDIMENT CONTROL

INSPECTOR SHALL BE RESPONSIBLE FOR MONITORING

DE-WATERING DISCHARGE AND INSPECTION OF THE SITE

SEDIMENTATION CONTROLS DURING THE WORK.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSPECT THE SITE

IN ACCORDANCE WITH THE PROCEDURES AS OUTLINED IN THE

"GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND

DEWATERING WASTE WATERS FROM CONSTRUCTION

ACTIVITIES" AS ADOPTED BY THE DEPARTMENT OF ENERGY AND

ENVIRONMENTAL PROTECTION EFFECTIVE ON OCTOBER 1, 2013.

3. THE CONTRACTOR SHALL INSPECT ALL DISTURBED AREAS OF

CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY

STABILIZED, STRUCTURAL CONTROL MEASURES, AND

LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT

LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24

HOURS OF THE END OF A STORM THAT IS 0.5 INCHES OR

GREATER. WHERE SITES HAVE BEEN TEMPORARILY OR FINALLY

STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST

ONCE EVERY MONTH FOR THREE CONSECUTIVE MONTHS.

4. DISTURBED AREAS AND AREAS USED FOR STORAGE OF

MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE

INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR

POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND

SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL

BE INSPECTED TO ENSURE THAT THEY ARE OPERATING

CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE

ASSESSABLE, THEY SHALL BE INSPECTED TO ASCERTAIN

WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN

PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS.

LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL

BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT

TRACKING.

5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES

BEYOND THOSE DEPICTED HEREIN SHALL BE PUT IN PLACE

WHENEVER NECESSARY TO ADDRESS FIELD CONDITIONS

AND/OR AS ORDERED BY THE TOWN, OR THEIR AGENT.

6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR

IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN

AND ENFORCING THE PRESCRIBED SAFEGUARDS DURING THE

CONSTRUCTION PERIOD. THIS RESPONSIBILITY INCLUDES THE

INSTALLATION AND MAINTENANCE OF CONTROL MEASURES

THROUGHOUT THE CONSTRUCTION PERIOD, INFORMING ALL

PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE

REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING THE

PROPER MUNICIPAL AGENCIES AND OFFICIALS OF ANY

TRANSFER OF THIS RESPONSIBILITY.

7. EROSION CONTROL MATTING IS REQUIRED ON ALL SEEDED

SLOPES GREATER THAN 1:6. SEE SPECIFICATIONS.

8. ALL EXISTING CATCH BASINS TO REMAIN MUST HAVE FILTER

BAGS INSTALLED PRIOR TO MOBILIZATION.

9. HAY BALES OR SILT WADDLES MUST BE USED IN ALL AREAS

WHERE SILT FENCE IS NOT FEASIBLE OR CANNOT BE INSTALLED

DUE TO SUBSURFACE OBSTRUCTIONS.

10. ALL SOIL STOCKPILES MUST HAVE E&S CONTROLS INSTALLED

ENTIRELY AROUND THE STOCKPILE TO PREVENT SEDIMENT FROM

ESCAPING DURING RAIN EVENTS AND COVERED TO PREVENT

EROSION BY WIND.

11. DURING PERIODS OF DROUGHT, EXPOSED SOILS NOT

STABILIZED SHALL BE IRRIGATED TO PREVENT EROSION BY

WIND.

12. THE CONTRACTOR MAY INCUR FINES IF E&S CONTROLS ARE

INSPECTED BY THE TOWN OR STATE AND FOUND TO BE

MISSING, DAMAGED, OR NOT CONTAINING SEDIMENT ON-SITE.

DEMOLITION:

1. CONTRACTOR SHALL USE CAREFUL CONSTRUCTION PRACTICES

TO MINIMIZE DISTURBANCE OF ALL ITEMS TO REMAIN.

2. SITE CLEANUP AND DISPOSAL OF ALL DEBRIS AND UNSUITABLES

GENERATED BY DEMOLITION ACTIVITIES ARE THE

RESPONSIBILITY OF THE CONTRACTOR. ALL DEMOLITION DEBRIS

SHALL BE DISPOSED OF OFF-SITE PER LOCAL AND STATE

REGULATIONS.

3. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO

SURROUNDING PROPERTY AS A RESULT OF CONSTRUCTION

ACTIVITIES.

LAYOUT:

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

LAYOUT DIMENSIONS IN THE FIELD. REPORT ANY

DISCREPANCIES OF THE DESIGN TO THE OWNER'S

REPRESENTATIVE PRIOR TO COMMENCING CONSTRUCTION.

2. STAKE OR OTHERWISE FLAG ALL DESIGN ELEMENTS AND

FEATURES IN THE FIELD. OBTAIN OWNER'S REPRESENTATIVE'S

APPROVAL PRIOR TO COMMENCING CONSTRUCTION.

3. ALL DIMENSIONS ARE FROM THE FACE OF WALL OR CURB

UNLESS OTHERWISE NOTED. DIMENSIONS RELATING TO

BUILDING ARE FROM FACE OF THE BUILDING FOUNDATION

4. ALL ANGLES ARE ASSUMED TO BE 90 DEGREES UNLESS

OTHERWISE STATED.

5. ANY CHANGES TO PROPOSED DIMENSIONS SHOWN ON THIS

DRAWING SHALL BE APPROVED BY THE OWNER'S

REPRESENTATIVE PRIOR TO COMMENCING CONSTRUCTION.

6. JUNCTIONS BETWEEN EXISTING AND PROPOSED WALKS AND

WITH BUILDING THRESHOLDS MUST HAVE FLUSH TRANSITIONS

AND MUST BE DOWELED (IF APPLICABLE) TO PREVENT SETTLING.

GRADING NOTES:

1. PRIOR TO ANY RE-GRADING ACTIVITY, THE INSTALLATION OF AN

ANTI-TRACKING PAD SHALL BE COMPLETED AT THE

CONSTRUCTION ENTRANCE TO THE WORK AREA IN ORDER TO

REDUCE MUD AND OTHER SEDIMENTS FROM LEAVING THE

CONSTRUCTION SITE

2. ALL MATERIALS USED SHALL BE APPROVED BY THE OWNER'S

REPRESENTATIVE.

3. ANY UNSUITABLE MATERIALS EXPOSED WITHIN CONSTRUCTION

AREAS ARE TO BE IDENTIFIED TO THE OWNER'S

REPRESENTATIVE PRIOR TO THE REMOVAL AND REPLACEMENT

WITH SUITABLE MATERIAL AS DIRECTED BY THE OWNER'S

REPRESENTATIVE.

4. THE CUT FACE OF EARTH EXCAVATIONS SHALL NOT EXCEED

FINAL SLOPES GREATER THAN TWO HORIZONTAL TO ONE

VERTICAL (2:1).

5. THE PERMANENT EXPOSED FACES OF AREAS OF FILL SHALL NOT

EXCEED FINAL SLOPES GREATER THAN TWO HORIZONTAL TO

ONE VERTICAL (2:1).

6. THE CUT FACE OF ROCK EXCAVATION SHALL NOT EXCEED FINAL

SLOPES GREATER THAN ONE HORIZONTAL TO ONE VERTICAL

(1:1).

7. NO FILL SHALL BE PLACED IN AREAS WHERE CONDITIONS

ALLOW THE MATERIAL TO SLIDE OR WASH UPON THE PREMISES

OF ANOTHER OWNER, OR INTO AREAS OF ADJACENT WETLANDS,

WATERCOURSES OR WATER BODIES.

8. AS CONDITIONS REQUIRE, LATERAL WATER DIVERSIONS SHALL

BE INSTALLED ACROSS THE GRADED ROADWAY TO PREVENT

DOWN SLOPE OUTWASH AND EROSION. (WATER BARS)

9. PROVISIONS SHALL BE MADE TO CONVEY SURFACE WATER

SAFELY TO PERMANENTLY ESTABLISHED AREAS OF VEGETATIVE

COVER IN ORDER TO PREVENT SURFACE RUNOFF FROM

DAMAGING CUT FACES AND FILL SLOPES.

10. CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE

FIELD AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE

OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. THE

STARTING OF WORK INDICATES THE CONTRACTOR HAS

REVIEWED AND ACCEPTED EXISTING CONDITIONS.

11. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF

ANY CONFLICTS BETWEEN UTILITY PLANS, LANDSCAPE PLANS

AND GRADING PLANS.

12. CONTRACTOR SHALL BLEND NEW TOPSOIL FINISH GRADES

SMOOTHLY INTO EXISTING GRADES, PROVIDING VERTICAL

CURVES OR ROUNDED TRANSITIONS AT THE TOP AND BOTTOM

OF SLOPES.

13. PITCH EVENLY BETWEEN SPOT GRADES.

14. ALL NEW PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM

SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT (1%). ANY SITE

CONDITIONS OR CONFLICTS PREVENTING THIS OCCURRENCE

SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT PRIOR TO

CONTINUING THE WORK. NEW PAVEMENT AREAS MUST HAVE

POSITIVE DRAINAGE TOWARDS THE STREET CURB OR TOWARDS

DRAINAGE STRUCTURES. CROSS SLOPES OF WALKWAYS SHALL

NOT EXCEED ONE-QUARTER INCH (1/4") PER FOOT (2%), CURB

RAMP RUNNING SLOPE SHALL NOT EXCEED ONE INCH (1") PER

FOOT (8.33%) IN A MAXIMUM SIX FEET (6'-0"), MAXIMUM

SLOPES FOR WALKWAYS WITHOUT HANDRAILS SHALL NOT

EXCEED NINTEEN-THIRTY SECONDS (19/32") PER FOOT (4.95%)

. MAXIMUM SLOPES FOR RAMPS WITH HANDRAILS SHALL NOT

EXCEED ONE INCH (1") PER FOOT (8.33%) FOR A MAXIMUM

THIRTY FEET (30'-0") RUN. LEVEL LANDINGS (AS DEFINED

BELOW) ARE REQUIRED AT THE TOP AND BOTTOM OF RAMPS

(GRADES OVER 5%).

15. FINAL GRADES ADJACENT TO BUILDINGS SHALL HAVE 1/4" / FT

MIN. SLOPE AWAY FROM BUILDING. THE EXTERIOR SIDE OF

DOORWAYS SHALL HAVE A LEVEL LANDING NOT EXCEEDING 2%

IN ANY DIRECTION FOR A MINIMUM RUNNING DIMENSION OF

FIVE FEET (5'-0") FROM THE THRESHOLD AND EQUAL TO THE

WIDTH OF THE WALKWAY SERVING THE DOOR, WITH A MINIMUM

WIDTH OF 36".

16. WALKING SURFACES SHALL NOT HOLD WATER, ANY WALKING

SURFACE WHICH PUDDLES WILL BE REJECTED.

17. FINAL GRADING OF ALL EARTHWORK SHALL BE AS DIRECTED

AND APPROVED IN THE FIELD BY THE OWNER'S

REPRESENTATIVE.

18. CONTRACTOR SHALL PROVIDE DUST CONTROL FOR EARTHWORK

OPERATIONS AS NOTED IN THE EROSION AND SEDIMENT

CONTROL NOTES ON THIS SHEET.

19. RIM ELEVATIONS OF ALL DRAINAGE STRUCTURES AND OTHER

UTILITY STRUCTURES SHALL BE SET FLUSH WITH FINAL

SURROUNDING GRADES SO AS NOT TO CAUSE A TRIP HAZARD.

20. THE CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW

FINISHED GRADES AS NECESSARY ALL UTILITY AND SITE

STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MANHOLES,

DRAINAGE STRUCTURES, HAND HOLES, WATER AND GAS GATES,

HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE

SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY

DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.

21. CONTRACTOR SHALL HYDROSEED ALL AREAS DISTURBED BY

THIS CONTRACT FOR WHICH NO OTHER SURFACE RESTORATION

IS INDICATED BY THE CONTRACT DOCUMENTS.

22. CURBING SHALL HAVE A 6" REVEAL UNLESS NOTED OTHERWISE.

Date

Scale

Drawing No.

February 16, 2026

2023021

Revisions Date

ISSUED FOR BID

Town of Killingly Connecticut

PROJECT NOTES

L-1.1

TEMPORARY AND PERMANENT VEGETATIVE

COVER:

1. IF FINAL GRADING MUST BE DELAYED FOR MORE THAN

THIRTY DAYS AFTER THE CONSTRUCTION ACTIVITIES ARE

COMPLETED AND/OR IF PERMANENT SEEDING IS NOT

SEASONABLY POSSIBLE WITHIN THIRTY DAYS OF COMPLETION

OF FINAL GRADING, TEMPORARY SOIL STABILIZATION

MEASURES CONSISTING OF HEAVY MULCHING OR TEMPORARY

SEEDING SHALL BE PERFORMED. THIS SHALL ALSO APPLY TO

SOILS STOCKPILED IN EXCESS OF SIXTY DAYS. TEMPORARY

SEEDING SHALL USE ANNUAL RYEGRASS APPLIED AT A RATE

OF 2 LBS. /1000 SQ. FT. TEMPORARY MULCH SHALL BE WEED

FREE HAY OR STRAW, OR AIR-DRIED WOOD CHIPS FREE OF

COARSE MATTER, TREATED WITH TWELVE POUNDS OF

NITROGEN PER TON. APPLICATION RATE FOR THE MULCH

SHALL BE SEVENTY TO NINETY POUNDS PER ONE THOUSAND

SQUARE FEET (70-90 LBS. /1000 SQ. FT.) FOR HAY OR STRAW,

AND 185-275 LBS. /1000 SQ. FT. FOR WOOD CHIPS.

2. ALL SOIL SHALL BE TESTED TO DETERMINE THE BEST

FERTILIZER APPLICATION RATE; HOWEVER, THE FOLLOWING

RATES SHALL GENERALLY APPLY. LIMESTONE SHALL BE

APPLIED AT A RATE OF NINETY POUNDS PER ONE THOUSAND

SQUARE FEET (5 LBS. /1000 SQ. FT.). WHERE A PERMANENT

SEEDBED IS TO BE ESTABLISHED, THERE SHALL BE A

MINIMUM DEPTH OF FOUR INCHES OF TOPSOIL SPREAD,

FINE-GRADED AND RAKED TO REMOVE LARGE STONES AND

OTHER DEBRIS.

3. SPRING SEEDING

· PRIOR TO SEEDING, 300 POUNDS OF 10-10-10

FERTILIZER PER ACRE (7 LBS./1000 SQ. FT.) SHALL BE

WORKED UNIFORMLY INTO THE TOPSOIL TO A DEPTH

OF FOUR INCHES WITH A WHISK, A SPRING TOOTH

HARROW OR OTHER SUITABLE EQUIPMENT; THEN SIX

TO EIGHT WEEKS LATER SURFACE APPLY AN

ADDITIONAL 300 POUNDS OF 10-10-10 FERTILIZER PER

ACRE.

4. FALL SEEDING

· PRIOR TO SEEDING, 600 POUNDS OF 10-10-10

FERTILIZER PER ACRE (14 LBS. /1000 SQ. FT.) SHALL

BE WORKED UNIFORMLY INTO THE TOPSOIL TO A

DEPTH OF FOUR INCHES WITH A WHISK, A SPRING

TOOTH HARROW OR OTHER SUITABLE EQUIPMENT.

5. PERMANENT SEEDBEDS ARE TO BE PLANTED BETWEEN MARCH

15 TO JUNE 15 (SPRING) AND AUGUST 15 TO OCTOBER 15

(FALL). ALL FERTILIZING/PLANTING APPLICATIONS SHALL BE

PERFORMED PARALLEL WITH THE FINAL GRADING OF THE

SLOPE. AFTER SEED APPLICATION, COVER GRASS AND

LEGUME SEEDS WITH NOT MORE THAN 1/4 INCH OF SOIL

WITH SUITABLE EQUIPMENT (EXCEPT WHEN HYDROSEEDING).

6. SELECT ADAPTED SEED MIXTURE FOR ALL FINISHED GRASSES

AS FOLLOWS:

WETLAND AREAS

NEW ENGLAND WETMIX 100% 18 LBS/AC

WETLAND SEED MIX IS COMPOSED OF A WIDE VARIETY

OF NATIVE SEED SPECIES: CAREX LURIDA, CAREX

SCOPARIA, VERBENA HASTATA, CAREX LUPULINA,

SCIRPUS ATROVIRENS, PANICUM RIGIDULUM,

DESCHAMPSIA CESPITOSA, BIDENS ARISTOSA,

ELEOCHARIS PALUSTRIS, JUNCUS EFFUSUS, CAREX

CRINITA, MIMULUS RINGENS, ASTER PUNICEUS,

EUPATORIUM PERFOLIATUM, GLYCERIA CANADENSIS,

ASCLEPIAS INCARNATA, HELENIUM AUTUMNALE,

PENTHORUM SEDOIDES.

FULL TO PARTIAL SUN AREAS

KENTUCKY BLUEGRASS 45% 20 LBS/AC

(0.50 LBS/1000 SQ. FT.)

CREEPING RED FESCUE 45% 20 LBS/AC

(0.50 LBS/1000 SQ. FT.)

PERENNIAL RYEGRASS 10% 5 LBS/AC

(0.10 LBS/1000 SQ. FT.)

SHADY AREAS

CREEPING RED FESCUE 90% 50 LBS/AC

(1.00 LBS/1000 SQ. FT.)

PERENNIAL RYEGRASS 10% 5 LBS/AC

(0.10 LBS/1000 SQ. FT.)

DROUGHTY AREAS

CREEPING RED FESCUE 65% 40 LBS/AC

(0.90 LBS/1000 SQ. FT.)

TALL FESCUE 35% 20 LBS/AC

(0.50 LBS/1000 SQ. FT.)

7. IMMEDIATELY FOLLOWING SEEDING, THE SEEDBEDS SHALL BE

MULCHED WITH STRAW OR HAY FREE FROM WEEDS AND

COARSE MATTER AT A RATE OF SEVEN TO NINE POUNDS PER

ONE THOUSAND SQUARE FEET (7-9 LBS/1000 SQ. FT.) MULCH

SHALL BE ANCHORED IMMEDIATELY AFTER SPREADING BY

APPLICATION OF A LIQUID MULCH BINDER OR MULCH NETTING

APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

PLANTING:

1. PLANTING BEDS AND SEEDED LAWN AREAS SHALL RECEIVE

TEMPORARY IRRIGATION UNTIL PLANTINGS HAVE BEEN

ESTABLISHED IF NO IRRIGATION SYSTEM IS PLANNED, THE

LANDSCAPE ARCHITECT SHALL DETERMINE WHEN TEMPORARY

IRRIGATION MAY BE REMOVED.

2. PLANT LOCATIONS ARE TO BE STAKED BY CONTRACTOR AND

APPROVED BY THE OWNER'S REPRESENTATIVE. INDIVIDUAL

STAKES SHALL BE PLACED FOR TREES AND SHRUBS. EDGE OF

PLANTING BEDS SHALL BE PAINTED. NOTIFY OWNER'S

REPRESENTATIVE 48 HOURS PRIOR TO DESIRED APPROVAL.

3. PLANTS SHALL COMPLY WITH SIZING AND GRADING

STANDARDS OF THE LATEST EDITION OF "AMERICAN

STANDARDS FOR NURSERY STOCK". PROVIDE STOCK TRUE

TO BOTANICAL NAME AND LEGIBLY TAGGED. PLANTS SHALL

BE FREE OF DEFECTS, DISEASES AND ALL FORMS OF INSECT

INFESTATIONS.

4. ALL PLANTS SHALL BE PLANTED TO SAME DEPTH AS AT PLACE

OF GROWTH, EXCEPT WHERE NOTED OTHERWISE.

5. ALL PLANTING BEDS SHALL RECEIVE 12" OF SPECIFIED SOIL

MIXTURE: 11" SCREENED LOAM, 1" OF COMPOST. BLEND

COMPOST INTO TOP 4" OF SOIL. PLANTING SOIL MIXTURE

SHALL BE FREE OF SUBSOIL, LUMPS, STONES, PLANTS,

ROOTS, AND OTHER FOREIGN MATTER.

6. ALL LAWN AREAS SHALL RECEIVE A MIN. OF 4" OF SCREENED

LOAM.

7. ALL PLANTING BEDS SHALL BE MULCHED WITH FINELY

SHREDDED, HARDWOOD BARK MULCH. TREES AND SHRUBS

SHALL RECEIVE 3 INCHES, PERENNIAL AND GROUNDCOVER

BEDS SHALL RECEIVE 2 INCHES. PROVIDE LANDSCAPE

ARCHITECT WITH A 1 GALLON ZIP-LOCK SAMPLE FOR

APPROVAL. KEEP ALL MULCH AWAY FROM TRUNKS AND PLANT

CROWNS.

8. NO SUBSTITUTIONS OF PLANT SPECIES OR CULTIVARS IS

ALLOWED BY THE CONTRACTOR UNLESS AUTHORIZED BY THE

LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOTIFY THE

LANDSCAPE ARCHITECT IN WRITING OF PLANT AVAILABILITY

ISSUES AS PER THE SPECIFICATIONS.

9. BURLAP, TWINE, AND WIRE SHALL BE COMPLETELY REMOVED

OR CUT AWAY FROM TOP 1/3 OF ROOT BALL AT TIME OF

INSTALLATION (SEE SPECIFICATION) .

10. SEE SPECIFICATIONS FOR PLANT WARRANTY.

11. ALL DISTURBED AREAS NOT DESIGNATED FOR OTHER

IMPROVEMENTS SHALL BE HYDROSEEDED AS LAWN.

HYDROSEED GRASS MIX SHALL BE DETERMINED BASED ON

SEASON OF INSTALLATION.

12. ALL GRASS, OTHER VEGETATION AND DEBRIS SHALL BE

REMOVED FROM ALL PLANTING BEDS PRIOR TO PLANTING OR

BACKFILLING. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM

SITE AS WORK PROGRESSES.

13. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM

ALL STRUCTURES. SEE GRADING PLAN AND NOTES.

14. ALL TOP SOIL STRIPPED FOR REUSE SHALL BE SENT TO AND

TESTED BY AN ACCREDITED SOIL TESTING LABORATORY AND

AMENDED PER THEIR REQUIREMENTS. IF SOILS ARE

UNSUITABLE THEY MUST BE REMOVED FROM SITE AND

DISPOSED OF OFF PROPERTY PER LOCAL, STATE, AND

FEDERAL LAW.

Legend:

LIMIT OF WORK LINE

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

PROPOSED CONTOUR

SPOT ELEVATION EXISTING

SPOT ELEVATION PROPOSED

EXISTING STONE WALL

PROPOSED RETAINING WALL

OVERHEAD WIRES

UNDERGROUND ELECTRIC

SANITARY LINE

WATER LINE

TELEPHONE LINE

GAS LINE

CHAIN LINK FENCE

HAYBALE BARRIER

SILT FENCE

SILT SOCK

TURBIDITY CURTAIN

TREE PROTECTION FENCE

WATER MANHOLE

WATER SHUT OFF

WATER VALVE

WATER METER

FIRE HYDRANT

GAS METER

GAS VALVE

DRAINAGE MANHOLE

CATCHBASIN

TELEPHONE MANHOLE

PEDESTRIAN LIGHT POLE

UTILITY COMPANY LIGHT

UTILITY POLE

EXISTING STREET SIGN

PROPOSED STREET SIGN

ROCK

EXISTING VEGETATION

EXISTING TREE

PROPOSED TREE

FLUSH TRANSITION

TRASH & RECYCLING CAN

BIKE RACK

DEMO ASPHALT

DEMO CONCRETE

CLEAR AND GRUB

DEMO TREE

FULL DEPTH ASPHALT ROADWAY

CONCRETE SIDEWALK

GRAVEL PAVING

STONEDUST PAVING

CONCRETE CURBING

317.87 EX +

317.87 +

HP HIGH POINT

LP LOW POINT

TW TOP OF WALL

BW BOTTOM OF WALL

TC TOP OF CURB

BC BOTTOM OF CURB

TS TOP OF STEP

BS BOTTOM OF STEP

CB CATCH BASIN

TF TOP OF FRAME

INV INVERT

MH MAN HOLE

RCP REINFORCED CONCRETE PIPE

VIF VERIFY IN FIELD

FFE FINISH FLOOR ELEVATION

VIF VERIFY IN FIELD

EX EXISTING

EQ EQUAL

O/S OFF SET

℄ CENTER LINE

± PLUS/MINUS

PC POINT OF CURVE

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENT

LT LEFT

RT RIGHT

L LENGTH

R RADIUS

D DEGREES

C CHORD LENGTH

CNR CORNER

BLDG BUILDING

MAX MAXIMUM

HDPE HIGH DENSITY POLYETHYLENE

ABBREVIATIONS:

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text

NO

PARKING

SAWCUT BITUMINOUS PAVEMENT

REMOVE AND RELOCATE LIGHT

POLE (SEE LIGHTING PLAN)

REMOVE AND STOCKPILE

BOULDERS FOR RE-USE

DEMO TRAFFIC SIGN

DEMO BRICK PAD

REMOVE AND RELOCATE

KIOSK/SIGNAGE

DEMO TREE AND CLEAR

SURROUNDING VEGETATION

DEMO TREE AND CLEAR

SURROUNDING VEGETATION

DEMO CONCRETE CURB

DEMO CONCRETE CURB

DEMO BITUMINOUS PAVEMENT -

EXCAVATE 24" BELOW FINISH GRADE

SAWCUT BITUMINOUS PAVEMENT

DEMO CONCRETE CURB

DEMO BITUMINOUS PAVEMENT

REMOVE AND SALVAGE

LIGHT POLE AND BASE

SAWCUT BITUMINOUS PAVEMENT

APPROXIMATE EXTENT OF

REGRADING, DEPTH OF DEMOLISHED

BITUMINOUS PAVEMENT WILL VARY.

SEE GRADING PLAN

DEMO CONCRETE CURB

DEMO CONCRETE PAVEMENT

DEMO CONCRETE PAVEMENT

REMOVE TRASH CAN

L-2.1

CATCH BASIN SEDIMENT

CONTROL DEVICE

DEMO BITUMINOUS PAVEMENT

SAWCUT BITUMINOUS PAVEMENT

DEMO CONCRETE PAVEMENT

DEMO CONCRETE CURB

DEMO CONCRETE CURB

REMOVE AND SALVAGE

LIGHT POLE AND BASE

REMOVE AND SALVAGE TRAFFIC SIGN

DEMO CONCRETE CURB

L-2.1

CATCH BASIN SEDIMENT

CONTROL DEVICE

L-2.1

CATCH BASIN SEDIMENT

CONTROL DEVICE

CONSTRUCTION FENCE

CONSTRUCTION FENCE

CONSTRUCTION FENCE

CONSTRUCTION

STOCKPILE AND

STAGING AREA

SILT FENCE

CONSTRUCTION FENCE

SILT FENCE

CUT BACK SCRUBBY VEGETATION

L-2.1

CATCH BASIN SEDIMENT

CONTROL DEVICE

L-2.1

CATCH BASIN SEDIMENT

CONTROL DEVICE

L-2.1

CATCH BASIN SEDIMENT

CONTROL DEVICE

DEMO BITUMINOUS PAVEMENT

DEMO CONCRETE CURB

DEMO SECURITY BOLLARD

DEMO CONCRETE CURB

DEMO BITUMINOUS PAVEMENT

DEMO CONCRETE CURB

DEMO STUMP

DEMO STUMP

DEMO STUMP

REMOVE AND STOCKPILE

BOULDERS FOR RE-USE

DEMO BITUMINOUS PAVEMENT

DEMO STUMP

REMOVE AND SALVAGE STOP SIGN

DEMO TREE

REMOVE AND SALVAGE STOP SIGN

REMOVE AND STORE

STONE SLAB FOR RE-USE

L-2.1

TREE PROTECTION FENCING

L-2.1

TREE PROTECTION FENCING

L-2.1

TREE PROTECTION FENCING

DEMO CONCRETE CURB

3" RECLAIMING OF

BITUMINOUS PAVEMENT BY

TOWN OF KILLINGLY, N.I.C.

3" RECLAIMING OF

BITUMINOUS PAVEMENT BY

TOWN OF KILLINGLY, N.I.C.

3" RECLAIMING OF

BITUMINOUS PAVEMENT BY

TOWN OF KILLINGLY, N.I.C.

3" RECLAIMING OF

BITUMINOUS PAVEMENT BY

TOWN OF KILLINGLY, N.I.C.

3" RECLAIMING OF

BITUMINOUS PAVEMENT BY

TOWN OF KILLINGLY, N.I.C.

SAWCUT BITUMINOUS PAVEMENT

The Brickyard Plaza

K+F Project No.

Date

Scale

Drawing No.

0 20 40

1" = 20'

February 16, 2026

2023021

Revisions Date

NORTHNORTH

ISSUED FOR BID

Town of Killingly Connecticut

L-2.0

SITE DEMOLITION &

EROSION & SEDIMENT

CONTROL PLAN

Legend:

DEMO BITUMINOUS PAVEMENT

DEMO CONCRETE PAVEMENT

DEMO PLANTING

DEMO CONCRETE CURBDEMO TREE/SHRUB

SILT FENCE

TEMPORARY

CONSTRUCTION FENCE

PROPERTY LINE

SAWCUT PAVEMENT

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

CL&P #188

AutoCAD SHX Text

EVERSOURCE #398

AutoCAD SHX Text

CL&P #397

AutoCAD SHX Text

CL&P #212

AutoCAD SHX Text

WV

AutoCAD SHX Text

CL&P #4360

AutoCAD SHX Text

FRONTIER #2262

AutoCAD SHX Text

WV

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text S

AutoCAD SHX Text

CL&P #151

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

STREET LAMP (TYP) (TYP)

AutoCAD SHX Text

UTY POLE

AutoCAD SHX Text

UTY POLE NO #

AutoCAD SHX Text

CL&P #204

AutoCAD SHX Text

CL&P #397

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

SNET #9

AutoCAD SHX Text

WV

AutoCAD SHX Text

WSO

AutoCAD SHX Text

EVERSOURSE #150

AutoCAD SHX Text

GV

AutoCAD SHX Text

BIT APRON

AutoCAD SHX Text

CONC APRON

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC APRON

AutoCAD SHX Text S

AutoCAD SHX Text

CONC

AutoCAD SHX Text

AC

AutoCAD SHX Text

IP REC

AutoCAD SHX Text

DH REC

AutoCAD SHX Text

OIL TANK

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

TRASH CAN

AutoCAD SHX Text

TRASH CAN

AutoCAD SHX Text

BUTT CAN

AutoCAD SHX Text

TRASH CAN

AutoCAD SHX Text

BIKE RACK

AutoCAD SHX Text

HAND RAIL

AutoCAD SHX Text

WV

AutoCAD SHX Text

GV

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

GV

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text E

AutoCAD SHX Text

ELECTRIC T/F=229.41

AutoCAD SHX Text

GSO

AutoCAD SHX Text S

AutoCAD SHX Text

WSO

AutoCAD SHX Text

CL&P #203

AutoCAD SHX Text

VINYL PRIVACY FENCE

AutoCAD SHX Text

VINYL PRIVACY FENCE

DECORATIVE BRICK WALL

Date

Scale

Drawing No.

February 16, 2026

2023021

Revisions Date

ISSUED FOR BID

Town of Killingly Connecticut

L-2.1

SITE DEMOLITION &

EROSION & SEDIMENT

CONTROL DETAILS

SECTION

CATCH BASIN SEDIMENT CONTROL DEVICE

NTS

OVERFLOW CUTOUT

CATCH BASIN

SILT SACK ®

1" REBAR FOR BAG

REMOVAL FROM INLET

DUMP STRAP

GRATE

GRATE

CATCH BASIN

2"X2"X3/4"

RUBBER BLOCK

EXPANSION

RESTRAINT

1/4" NYLON ROPE

SILT SACK®

PROPERTY

TENSILE STRENGTH AT

15% (MAX) ELONGATION

FLOW RATE

REQUIREMENTS

167 LBS

66 GAL/MINUTE/SF

MINIMUM FILTER FABRIC REQUIREMENTS

PERMITTIVITY .862 SEC

UV STABILITY 96%

MULLEN BURST STRENGTH 900 LBS

P-2023-KILL-17

MAX. 8'2" DIA. GALVANIZED

STEEL POSTS

3'

4'

MIN.CHAINLINK MESH

EXISTING

TREE

NOTES:

1. NO STORAGE OF MATERIALS OR OPERATION OF EQUIPMENT

SHALL BE PERMITTED WITHIN TREE PROTECTION FENCING.

2. FENCING SHALL BE MAINTAINED THROUGHOUT THE

DURATION OF THE WORK AT THE SITE OR UNTIL REMOVAL

IS APPROVED BY OWNERS REPRESENTATIVE.

3. ADDITIONAL WARNING SIGNS SHOULD ALSO BE PLACED ON

THE FENCING AND IN APPROPRIATE AREAS NEAR THE

WORK ZONE. (SEE SIGN DETAIL)

4. TREE PROTECTION FENCE SHALL BE INSPECTED AND

MAINTAINED BY THE CONTRACTOR AT THE END OF EVERY

DAY FOR THE DURATION OF THE PROJECT. THE FENCE

SHALL BE REPAIRED WHERE NECESSARY.

TREE PROTECTION SIGN.

LOCATE EVERY 2O' MIN.

TREE PROTECTION FENCING

NTS

ATTENTION!

CRITICAL TREE

PROTECTION ZONE

STORAGE OF MATERIALS OR

EQUIPMENT WILL NOT BE PERMITTED.

DISPOSAL OF SOLID, LIQUID OR

CHEMICAL WASTE, INCLUDING

CONCRETE CLEANUP WASTE WILL

NOT BE PERMITTED.

REFER TO CONSTRUCTION

DOCUMENTS FOR PROPER

PROCEDURES FOR DEMOLITION AND

CONSTRUCTION.

EXTENT OF FENCE DURING DEMOLITION

SEE SHEET L-2.0

PROPOSED PAVING

EXTENT OF FENCING DURING CONSTRUCTION

SEE SHEET L-3.0

EXISTING PAVING TO

BE DEMOLISHED

P-2023-KILL-50

PROPERTY

FILTERING EFFICIENCY

TENSILE STRENGTH AT

15% (MAX) ELONGATION

FLOW RATE

REQUIREMENTS

75%

124 LBS

10 GAL/SQ.FT./MINUTE

MINIMUM FILTER FABRIC REQUIREMENTS

WOOD STAKE, TYP

SYNTHETIC FABRIC FILTER FENCE

"ENVIROFENCE BY MIRAFI"

-SEE SPEC

COMPACTED BACKFILL

EXCAVATE 6"X6" TRENCH

ON UPSLOPE SIDE OF WOOD STAKES

GRADE

COMPACTED SUB-GRADE

FLOW

100°

8'-0" O.C. MAX

TYP

M

IN

D

EP

TH

SILT FENCE

NTS

PERMITTIVITY .10 SEC

UV STABILITY 70%

MULLEN BURST STRENGTH 300 PSI

P-2023-KILL-11

EXISTING CONCRETE SIDEWALK TO REMAIN

NEW PLANTING BED

MOVEABLE PLANTER BY OTHERS, N.I.C.

EVERGREEN SCREEN

L-10.0

PRE-CAST CONCRETE CURB

L-10.0

CONCRETE PAVEMENT

L-10.0

PRE-CAST CONCRETE CURB

L-10.0

CONCRETE PAVEMENT

L-10.0

PRE-CAST CONCRETE CURB

L-10.0

PRE-CAST CONCRETE CURB

L-10.0

CONCRETE PAVEMENT

NEW PLANTING BED

PLANTING BED

L-10.0

STONE DUST PAVING

L-10.0

PRE-CAST CONCRETE CURB

L-10.2

LARGE PYLON SCULPTURE -

N.I.C.

L-10.2

SMALL PYLON SCULPTURE -

N.I.C.

PLANTING BED

RELOCATED BOULDERS

LAWN

PLANTING BED

BAMBOO FENCE - N.I.C. (BY OTHERS)

PAINTED CROSSWALK

SEE SIGNAGE AND

STRIPING PLAN

L-10.0

STEEL EDGE

L-10.0

STONE DUST PAVING

L-10.0

VEHICULAR CONCRETE

FUTURE STONE WALL

CONSTRUCTION (N.I.C.)

PAVING BY OTHERS, N.I.C.

MOVEABLE PLANTER BY OTHERS, N.I.C.

L-10.2

GRANITE VEHICULAR

BOLLARD

L-10.0

PRE-CAST CONCRETE CURB

L-10.0

ASPHALT PAVING

L-10.0

STEPPING STONES

L-10.0

FLAGSTONE PAVER

WALKWAY

PAVING BY OTHERS

PAVING BY OTHERS, N.I.C.

L-10.0

STEPPING STONES

FESTOON LIGHT SUPPORT POLE

PAVING BY OTHERS

L-10.0

PRE-CAST CONCRETE CURB

L-10.1

PARALLEL RAMP W/

GRANITE CURB (TYPE 9)

L-10.1

ADA COMPLIANT CURB

RAMP - TYPE B

L-10.0

STEEL EDGE

L-10.0

ASPHALT PAVING

MOVEABLE PLANTER/BOLLARD,

BY OTHERS

L-10.0

CONCRETE CURB RAMP @

ROADWAY

L-10.3

ROADWAY SIGN W/

BREAKAWAY POST

L-10.0

INTEGRATED CONCRETE

CURB

L-10.0

PRE-CAST CONCRETE CURB

L-10.0

INTEGRATED CONCRETE

CURB

L-10.0

PRE-CAST CONCRETE CURB

L-10.2

GEARS FLOWER SCULPTURE

- N.I.C.

L-10.0

INTEGRATED CONCRETE

CURB

L-10.0

CONCRETE PAVEMENT

L-10.0

PRE-CAST CONCRETE CURB

L-10.4

LITTER RECEPTACLE

L-10.1

BRICK PAVING

L-10.4

METAL LOOP BIKE RACK -

ON CONCRETE

L-10.0

FLAGSTONE PAVER BAND

- WITH SMOOTH EDGE

ON RADIUS

#2

#1

L-10.2

SMALL PYLON SCULPTURE -

N.I.C.

#3

L-10.3

EMBEDDED BOLLARD

L-10.3

DUMPSTER ENCLOSURE

L-10.2

FOOTING FOR FUTURE

WALL

L-10.0

INTEGRATED CONCRETE

CURB

L-10.0

CRUSHED STONE PAVEMENT

PAVING BY OTHERS

L-10.2

BRICK VENEERED WALL

AND FOUNDATION

FURNACE STREET

CE

N

TE

R

S

TR

EE

T

LAWN

LAWN

LAWN

L-10.0

VEHICULAR CONCRETE

L-10.1

PARALLEL RAMP W/

GRANITE CURB (TYPE 9)

L-10.0

INTEGRATED CONCRETE

CURB

L-10.0

INTEGRATED CONCRETE

CURB

PAVEMENT ART

SEE SHEET L-8.2

PAVEMENT ART

SEE SHEET L-8.0

PAVEMENT

ART

SEE SHEET

L-8.1

L-10.0

ASPHALT PAVING

L-10.0

CAST IRON WARNING

PAVERS

LAWN

LAWN

L-10.2

LARGE PYLON FOUNDATION

L-10.2

CONCRETE SCULPTURE

BASE

L-10.4

METAL LOOP BIKE RACK -

ON STONEDUST

L-10.1

SINGLE DIRECTION RAMP

(TYPE 15)

L-10.3

EMBEDDED BOLLARD

L-10.2

GRANITE VEHICULAR

BOLLARD

LAWN

RELOCATED SIGN/KIOSK BY OTHERS, N.I.C.

The Brickyard Plaza

K+F Project No.

Date

Scale

Drawing No.

0 20 40

1" = 20'

February 16, 2026

2023021

Revisions Date

NORTHNORTH

ISSUED FOR BID

Town of Killingly Connecticut

L-3.0

SITE

IMPROVEMENTS

PLAN

Legend:

BITUMINOUS PAVEMENT

CONCRETE PAVEMENT

STONE DUST PAVEMENT

PROPERTY LINE

PLANTING BED

AutoCAD SHX Text S

AutoCAD SHX Text

STREET LAMP (TYP) (TYP)

AutoCAD SHX Text

BIT APRON

AutoCAD SHX Text

CONC APRON

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC APRON

AutoCAD SHX Text S

AutoCAD SHX Text

CONC

AutoCAD SHX Text

OIL TANK

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

ELECTRIC T/F=229.41

S

EDGE OF STONEDUST CUT TO

LINE UP WITH EXISTING CURB

39.69'

9.19'

27.14'

R3' L7.88'

R10' L15.72'

R3' L4.69'

R 3' L4.67'

5'

REPLACE CURB STARTING

AT EXISTING CORNER, 90°

TO ENTRY DRIVEWAY

R10' L15.59'

+33.5810'

+32.3210'

R3' L4.71'

R3' L3.14'

60°'

TY

P

.2

5'

14.53'

23.76'

+81.74 28.09'

+48.06 32.08'

15.68'

6'

+48.2310'

+31.9810'

.3

5'

9.

R3' L6.31'

+62.3410'

+22.45 31.50'

ALIGN

ALIG

N

4.

.1

2'

8'

8'

17.68'

+36.26 26.22'

13.57'

+45.4110'

2.

+89.97 10'

R3' L4.69'

6'

.6

0'

ALIGN

6'

CC

T

6'

CC

T

'FC

C

CC

T

FC

C

FCC

FC

C

6'CCT

CC

CC

CC

CC

18.44'

R3' L3.94'

LIGHT POST

+26.83

O/S 32.66'

LIGHT POST

+59.85

O/S 32.47'

LIGHT POST

+92.85

O/S 32.57'

LIGHT POST

+43.59

O/S 13.5'

LIGHT POST

+76.49

O/S 13.5'

.9

.7

7'

.0

.0

1'

+1 2.

.7

5' LIGHT POST

+9.49 O/S 13.5'

5'8'

CCT

C C

C C 19

.5

7'

+45.23 10.00'

CP

N: 855,163.734 E:1,236,290.120

13.35'

R12.5' L13.37'

.4

7'

+65.86 10.00'

9'

TYP

10.23'

10' 10'

TY

P

R

EA

R P

O

ST

AT

O

F

EN

C

LO

SU

R E

.4

6'

9'

TY

P 9.

18'

TYP

25'

TYP

9'

TYP

22.16'

4'

TAPER TO MEET

EXISTING CONDITIONS

REPLACE CURB STARTING

AT DEMO SAWCUT

.2

.2

23'

5'

10'8' 8.00'

37.28'

28.80' A

LIG

N

6'CCTCC FCC

12'20'

CP

N: 854,838.57 E: 1,236,459.85

19'

±12.40'

CP

N: 854,797.01 E: 1,236,452.98

15'

FACE OF F

ENCE

3.50'

5'

2.

'W

.5 0'

L

9' 11.68'

9'

9'

12.87'

TY

P

' M

IN

CP

+7

0.

4.71' 15.18'

28'

13'

13' 8'

10'

8' 2'

10'

13'

R10' L15.79'

+66.20 10.00'

+22.94 10.00'

R9.5' L19.73'

R3' L4.71'

+3 3.

.0 0'

+3 0.

.0 0'

6'

6.75'1'

1'

R1 6.

CP

N: 854,802.76 E: 1,236,393.37

21.87'

11'

7'

CP

N: 854,849.00 E: 1,236,420.20

.7

5'

31'

6'

.1

.5

6'

6.75'

CENTER OF ELLIPSE

N: 854,849.00 E: 1,236,420.20

±12.40'

FOCI POINT 1

N: 854,852.32 E: 1,236,425.47

FOCI POINT 2

N: 854,845.68 E: 1,236,414.93

EDGE OF CONRETE

FOUNDATION BELOW -

SEE DETAIL

V1

V3

V2

V4

The Brickyard Plaza

K+F Project No.

Date

Scale

Drawing No.

0 20 40

1" = 20'

February 16, 2026

2023021

Revisions Date

NORTHNORTH

ISSUED FOR BID

Town of Killingly Connecticut

L-4.0

SITE LAYOUT

PLAN

ELIPSE LAYOUT FOR FUTURE

STONE WALL FOUNDATION

ELLIPSE CALCULATION

CENTER POINT (C1,C2) = SEE PLAN

RADIUS MAJOR AXIS(A) = 9.00'

RADIUS MINOR AXIS(B) = 6.50'

FOCI POINT 1 (F1)= +6.23'

FOCI POINT 2 (F2)= +6.23'

SURVEYOR TO SET ALL PINS FOR FOCI 1/2,

CENTER POINT AND MINOR RADIUS V3

ELLIPSE LAYOUT ENLARGEMENT SCALE: 1" = 4'

AutoCAD SHX Text S

AutoCAD SHX Text

STREET LAMP (TYP) (TYP)

AutoCAD SHX Text

BIT APRON

AutoCAD SHX Text

CONC APRON

AutoCAD SHX Text

CONC APRON

AutoCAD SHX Text S

AutoCAD SHX…