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SCALE: 1"=1000'

1000 1000 2000

Civil Engineering Land SurveyingEnvironmental Consulting Construction Management

PREPARED FOR

TOWN OF BERLIN

240 KENSINGTON ROAD

BERLIN, CT 06037

LIST OF SHEETS

DATE: 3/17/26

TITLE SHEET

PARK LAYOUT PLAN

GRADING, DRAINAGE & UTILITY PLAN

LANDSCAPE PLAN

EROSION & SEDIMENTATION CONTROL PLAN

DETAILS

DETAILS

DETAILS

ENLARGEMENT PLAN

PREPARED BY:

Project No. 3144.017

LOCATION MAP

SCALE: 1" = 1000'

REVISED: 4/22/26, 5/5/26, 6/15/26

www.bartonandloguidice.com

Fax: (860) 633-5971

Phone: (860) 633-8770

Glastonbury, CT 06033

855 Winding Brook Drive

STEELE CENTER @ FARMINGTON AVE. TOD

COMMUNITY PARK

STEELE BOULEVARD, MAP 9-2 / BLOCK 76, LOT 75A

SITE PLAN SET

TOD SITE

BERLIN STATION

B U I L

D I N

G

H

Y D

H

Y D

STEELE CENTER @ FARMINGTON AVE. TOD

COMMUNITY PARK

SCALE: 1"= 10'

10' 10' 30'

Civil Engineering Land Surveying

PROJ. ENGINEER

PROJ. MANAGER

OFFICE REVIEW

PROJECT DATE

OCM

KRG

KRG

REVISIONS

4/22/26

5/5/26

6/15/26

SCALE: 1"=10'

STEELE BOULEVARD

PREPARED FOR TOWN OF BERLIN

PARK LAYOUT PLAN

SHEET NO. OF2 9

Environmental Consulting Construction Management

3/17/26

BERLIN, CT

3144.017

I:\Projects\3100\3144.017.001 Steele Boulevard\PLOT_FARMINGTON STEELE TOD Development Plan.dgn www.bartonandloguidice.com

Fax: (860) 633-5971

Phone: (860) 633-8770

Glastonbury, CT 06033

855 Winding Brook Drive

GENERAL SITE NOTES

ZONING TABLE

KENSINGTON OVERLAY ZONE - VILLAGE CORE AREA 1 (SECTION VIII.F) [1]SPECIAL USE ZONE:

COMMERCIAL CORE DESIGN DISTRICT CCD-2 (SECTION V.I)ZONING DISTRICT:

COMMUNITY PARK & PASSIVE RECREATION ASSOCIATED WITH TODUSE:

LAWN AREA

24'

LAWN AREA

PAVILION

LIGHT POLES (TYP. OF 4)

INSTALL PAVERS AROUND EXISTING

INSTALL 41 LF CONCRETE SIDEWALK

INSTALL 14 LF CONCRETE SIDEWALK

' S .Y

10' S.Y.

' F .Y

EXISTING PARKING AREA AND DRIVE TO REMAIN UNDISTURBED

BAR AND STRIPING

REMOVE EXISTING STOP

RELOCATE EXISTING STOP SIGN

AND STRIPING

INSTALL STOP BAR

STOP SIGN

INSTALL RELOCATED

6'

(SEE DETAILS)

HISTORIC BERLIN MARKER BOARD

INSTALL 6' X 2' CONCRETE PAD FOR

BE FIELD VERIFIED, TYP.

EXISTING LIGHT POLE, LOCATION TO

DETECTABLE WARNING STRIP

INSTALL CTDOT TYPE 14 RAMP WITH

FIELD VERIFIED, TYP.

TRANSFORMER, LOCATIONS TO BE

EXISTING BOLLARDS AND

FIELD VERIFIED, TYP.

TRANSFORMER, LOCATIONS TO BE

EXISTING BOLLARDS AND

INSTALL 23 LF CONCRETE SIDEWALK

FROM PL

3-RAIL FENCE INSTALLED 1'

LINE

INSTALLED 1' OFF FROM PROPERTY

180 LF - RETAINING WALL,

BE FIELD VERIFIED, TYP.

EXISTING LIGHT POLE, LOCATION TO

END PRECAST BLOCK RETAINING WALL

BEGIN PRECAST BLOCK RETAINING WALL

BEGIN 3-RAIL FENCE

DETECTABLE WARNING STRIP

INSTALL CTDOT TYPE 16 RAMP WITH

DETECTABLE WARNING STRIP

INSTALL CTDOT TYPE 16 RAMP WITH

PLANTING PLAN

PLANT BED (TYP.) REFER TO

PAVER DETAIL.

REFER TO ENLARGEMENT PLAN AND

INSTALL CLAY BRICK PAVERS (TYP.)

PLANTING PLAN

PLANT BED (TYP.) REFER TO

INSTALL 16'x24' COVERED PAVILION

CONSTRUCTION (TYP.)

REMAIN, PROTECT DURING

EXISTING LIGHT POLES TO

CONSTRUCTION (TYP.)

PROTECT DURING

EXISTING CURB TO REMAIN,

12' E Q.

12' E Q.

5'-10"

'-3"

5'

1.5'

(TYP.)

176'

PROTECT DURING CONSTRUCTION

EXISTING HYDRANT TO REMAIN,

PATIO AREA

RETAINING WALL

INSTALLED 1'-6" FROM

BEGIN 312 LF - 3-RAIL FENCE

' M

IN

7'- 2"

6" (T

YP.)

AND CONCRETE PAD

BIKE RACK (BIKE CAPACITY: 9)

THE CONTRACTOR, HIS SUBCONTRACTORS OR SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER.

CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED DURING CONSTRUCTION BY7.

AT THE MINIMUM RATE RECOMMENDED BY THE MANUFACTURER OR THE PROJECT LANDSCAPE ARCHITECT.

CONTRACTOR SHALL SUPPLY AND PLACE STRAW MULCH WHEREVER GRASS SEED HAS BEEN PLACED. SEED SHALL BE APPLIED6.

ELEVATIONS WHERE TOPSOIL ABUTS THOSE AREAS.

LANDSCAPE ARCHITECT. TOP OF TOPSOIL LAYER SHALL BE PLACED 1" BELOW TOPS OF CURBS, WALKS, OR PAVEMENT

ALL NEW SEEDED OR SODDED AREAS SHALL HAVE A TOPSOIL LAYER OF 4" MINIMUM OR AS DIRECTED BY THE PROJECT

ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED AFTER FINISH GRADING IS COMPLETED UNLESS OTHERWISE NOTED.5.

CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING FEATURES AS NECESSARY.4.

FIELD CONDITIONS TO THE OWNER.

SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR3.

DEPICTED ON THE PLAN.

ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT, FACE OF CURBS, OUTSIDE FACE OF THE BUILDING OR OTHER LIMITS AS2.

STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION FORM 819 AS APPLICABLE.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION1.

COMPLIES18 FTN/A60 FTBUILDING HEIGHT

COMPLIES1N/A4BUILDING STORIES

COMPLIES37.6% (4706 SF)N/A90%IMP. COVERAGE

COMPLIES3.1% (384 SF)N/A50%BLDG. COVERAGE

N/AN/A10 FTPARKING FRONT

N/AN/A0 FTPARKING SIDE/REAR

COMPLIESN/AN/A20 FTREAR YARD

COMPLIES 11 FTN/A10 FTSIDE YARD

COMPLIES 62 FTN/A5 FTFRONT YARD

NOTESPROPOSEDEXISTINGREQUIREDITEM

BUILDING D/E AREA & BULK TABLE - LOT 75A COMMUNITY PARK

0.29 ACRE [PRE EXISTING LOT CONFIGURATION]12,500 SF2.0 AC. MIN.TOTAL LOT AREA

0.2912,500-LOT #75A (TOWN OPEN SPACE)

AREA (ACRE)AREA (SF)REQUIREDLOT (ADDRESS)

TAPER INTO EXISTING SIDEWALK

PROPOSED CONCRETE CURB TO

CONSTRUCTION

REMAIN UNDISTURBED DURING

EXISTING EVERGREEN TREES TO

CURB TO MATCH EXISTING CURB

PROPOSED TOP OF CONCRETE

8'-6

DRAINAGE

SUBSURFACE STORMWATER

1.65' MIN. CLEAR FROM EDGE OF

EQ.

EQ.

NEW CLOCK TOWER

NEW LIGHT POLE

NEW GRANITE CURB PLANT BED

CONCRETE PAD, TYP.

BACKED BENCH (6' LONG) AND

NEW LIGHT POLE

5.2 1'

CONCRETE CURBING

REMOVE +/-10 LF OF EXISTING

DETECTABLE WARNING STRIP

INSTALL CTDOT TYPE 16 RAMP WITH

CENTERLINE STRIPING

REMOVE +/- 10 LF OF

WIDE CROSS-WALK

INSTALL 30' LONG 12"

WIDE CROSS-WALK

INSTALL 22' LONG 12"

CONCRETE CURBING

REMOVE +/-10 LF OF EXISTING

.0

PLANTING PLAN

PLANT BED (TYP.) REFER TO

INSTALL 16 LF CONCRETE SIDEWALK

EXISTING SIDEWALK

MATCH EXISTING GRADES AT

CONCRETE CURBING

REMOVE +/-7 LF OF EXISTING

ALL RAMPS)

TAPPER NEW CONCRETE CURB (TYP.

5'

EQ

EQ

.5 ' M

IN

. (T

Y P

I L

D I N

G

H

Y D

H

Y D

.14

.30

.42

.27

.22

.24

.5

.5

.00

.74

.92

.5

.5

.95

.5

55.5

.75

.25

55.55

56.02

STEELE CENTER @ FARMINGTON AVE. TOD

COMMUNITY PARK

SCALE: 1"= 10'

10' 10' 30'

Civil Engineering Land Surveying

PROJ. ENGINEER

PROJ. MANAGER

OFFICE REVIEW

PROJECT DATE

OCM

KRG

KRG

REVISIONS

4/22/26

GRADING, DRAINAGE & UTILITY PLAN

SHEET NO. OF3 9

Environmental Consulting Construction Management

3/17/26

BERLIN, CT

3144.017

I:\Projects\3100\3144.017.001 Steele Boulevard\PLOT_FARMINGTON STEELE TOD Development Plan.dgn www.bartonandloguidice.com

Fax: (860) 633-5971

Phone: (860) 633-8770

Glastonbury, CT 06033

855 Winding Brook Drive

.50

.80

.38

.05

.16

.75

.78

.19

.55

.5

7.9

.85

FF =

58.5

.5

.5

.5

.5

1%

1%

2%

1.5% 1.7%

3.5%

2.5

1.3%

:1

:1

.5

.5

.5 5

.5

56.5

3.6%

.6

B W .0

+T W .0

B W .0

+T W .0

B W .0

+T W .0

+58.

+58.

+58.

+58.

+57.

+57.

.0

.3

UTILITY STATEMENT

-4455, IN ACCORDANCE WITH CBYD NOTIFICATION PROCEDURES PRIOR TO COMMENCING WORK.

APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY "CALL BEFORE YOU DIG" AT 1-800-922

SITE. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE

LOCATIONS MUST BE CONSIDERED APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE

UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THESE

TESTIMONY, FIELD SURVEY AND OTHER SOURCES. THE SURVEYOR AND THIS PLAN SET MAKES NO GUARANTEE THAT THE

IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTED UTILITY COMPANIES OR GOVERNMENT AGENCIES, PAROLE

UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, GENERAL GRADING NOTES

DRAINAGE

GENERAL UTILITY NOTES

FOR CLARITY PIPES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED.5.

GIVEN TO THE OWNER IF THE FIELD VERIFICATION DIFFERS FROM THE INFORMATION ON THE DRAWINGS.

EXISTING PIPING, THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED. NOTIFICATION SHALL BE

WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING OR STRUCTURE OR WHERE CONSTRUCTION IS IN THE VICINITY OF4.

CONTRACTOR.

BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPROPRIATE UTILITY COMPANY SHALL BE CONTACTED BY THE3.

AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE OWNER.

ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED

SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND ORDER ALL NEW SERVICES, LOCATE AND MAINTAIN IN2.

WATER, AND SEWER.

THE GOVERNING PUBLIC UTILITY, ALL TOWN REGULATIONS, AND APPLICABLE CODES FOR GAS, ELECTRIC, TELECOMMUNICATIONS, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE MATERIAL SPECIFICATIONS AND INSTALLATION STANDARDS OF1.

SANITARY

WATER

GAS

ELECTRIC & TELECOMMUNICATIONS

NO DOMESTIC WATER OR FIRE SUPPRESSION UTILITIES ARE PROPOSED FOR THIS PROJECT.1.

NO SANITARY UTILITIES ARE PROPOSED FOR THIS PROJECT.1.

INTERSECTION

SOUTHEAST SIDE OF

TRANSFORMER ON

PULLED FROM EXISTING

ELECTRICAL CONDUIT TO BE

FL = 52.50 (24" HDPE)

INV. = 52.60 (15" HDPE)

EX. TF = 57.00

NEW TF = 57.50

RESET TOP OF FRAME.

REMAIN AND BE PROTECTED.

EXISTING MANHOLE TO

FL = 52.00 (12" HDPE)

TOP PLATE = 55.50

6" X 48" NOTCH = 55.00

10" DIA. ORIFICE = 52.50

WEIR PLATE

FL = 52.50 (24" HDPE)

EX. TF = 57.25

NEW TF = 56.95

RESET TOP OF FRAME.

REMAIN AND BE PROTECTED.

EXISTING MANHOLE TO

(180LF)

UNDERDRAIN PIPE

6" HDPE PERFORATED

FL = 51.80 (12" HDPE)

EX. TF = 57.25

NEW TF = 56.55

RESET TOP OF FRAME.

REMAIN AND BE PROTECTED.

EXISTING MANHOLE TO

FL = 52.80 (6" HDPE)

EX FL = 51.66 (12" HDPE)

EX. TF = 55.77

REMAIN AND BE PROTECTED.

EXISTING CATCH BASIN TO

MAINTAIN NO ADVERSE IMPACT ON ABUTTING PROPERTIES,THE PUBLIC RIGHT OF WAY, PUBLIC SAFETY, NOR NATURAL RESOURCES.

FROM THE SITE), MAINTAIN STABILITY AND MAINTENANCE OF GRADED AREAS UPON COMPLETION OF SITE WORK, AND

MATERIAL(S) THAN NECESSARY TO ACCOMMODATE THE PROPOSED DEVELOPMENT (NO MATERIAL SHALL BE EXPORTED

EXTRACTION, GRADING, FILLING AND/OR PROCESSING SHALL NOT INVOLVE THE REMOVAL OR DEPOSITION OF MORE9.

SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE INDICATED ON THE PLANS.8.

ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS.7.

PROVIDE POSITIVE DRAINAGE WITHOUT PONDING. CONTRACTOR TO TEST FOR AND CORRECT ANY "BIRD BATH" CONDITIONS.6.

PROPOSED BUILDING OR PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION.

OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE

AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS5.

THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE IS PRESENT TO INSTRUCT AND OBSERVE.

AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IN, AROUND OR OVER UTILITIES, BY THE GOVERNING UTILITY COMPANY, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE

THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, OR AS REQUIRED4.

LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE.

THE EXCAVATING CONTRACTOR SHALL TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY3.

ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS TO THE OWNER/REPRESENTATIVE IMMEDIATELY.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION AND SHALL REPORT2.

OF CONNECTICUT STANDARDS.

WORK WITHIN THE ROAD RIGHT-OF-WAYS SHALL BE PERFORMED IN ACCORDANCE WITH THE TOWN OF BERLIN OR STATE

STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION FORM 819 AS APPLICABLE.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION1.

NO GAS UTILITIES ARE PROPOSED FOR THIS PROJECT.1.

UTILITY COMPANY (EVERSOURCE).

SHOWN ON PLANS. BUILDING SERVICES REQUIREMENTS SHALL BE COORDINATED BETWEEN THE OWNER AND THE

NEW ELECTRIC SHALL BE CONNECTED TO THE EXISTING UTILITIES INSTALLED WITHIN THE BOULEVARD GENERALLY AS 1.

55.00

UNDERDRAIN PIPE INV.=

PERFORATED

BEGIN 6" HDPE

INV.= 54.00

PIPE

BEGIN 6" SOLID HDPE

UNDERDRAIN PIPE AND

PERFORATED

END OF 6" HDPE

6" SOLID HDPE PIPE(30 LF)

EXISTING PAVEMENT

TRENCH THROUGH

ELECTRICAL SERVICE

SAWCUT AND REPAIR

EXISTING PARKING AREA AND DRIVE TO REMAIN UNDISTURBED

EXISTING TRANSFORMER

PER NEC REQUIREMENTS.

CONDUIT AND FEEDER SIZE

CONTRACTOR SHALL SPECIFY

LOCATION FOR NEW PAVILION.

ELECTRICAL SERVICE

REQUIREMENTS.

FEEDER SIZE PER NEC

SPECIFY CONDUIT AND

TOWER. CONTRACTOR SHALL

LOCATION FOR NEW CLOCK

ELECTRICAL SERVICE

6" SOLID HDPE PIPE(30 LF)

DRAIN CONNECTION

UNDERDRAIN AND YARD

PROVIDE WYE FOR

CONTRACTOR SHALL VERIFY ALL LOCATIONS, DIMENSIONS, SIZES, AND DEPTHS IN FIELD.

EXISTING BOULEVARD INFORMATION BASED ON AS-BUILT PLANS PREPARED BY WMC AND YANTIC RIVER CONSULTING. 2.

NO INCREASE IN RUNOFF WILL OCCUR ON NEIGHBORING PROPERTIES .

STORMWATER RUNOFF FROM THE PARK WILL BE DIRECTED TO ONSITE SWALES AND STORM STRUCTURES TO ASSURE 1.

LINE. (TYP.)

IMPEDED FROM REACHING THE GUTTER

STORMWATER RUN-OFF IS NOT

WITH EXISTING CURB TO ASSURE

BANDED PAVERS TO BE SET FLUSH

PROPOSED CONRETE PADS AND

PER NEC REQUIREMENTS.

CONTRACTOR SHALL SPECIFY CONDUIT AND FEEDER SIZE

UNDERGROUND ELECTRIC SERVICE (TYP.)

FL = 54.30 (6" HDPE)

TF = 56.80 +/-

PROPOSED YARD DRAIN

5.

contractor, town staff, and utility company.

meter and service panel location to be coordinated in field by compliant for outdoor conditions.

all fixtures and conduit shall be nec code

- (2) two weather proof receptacles.

controlled at the direction of town staff fixtures shall be outdoor rated and switch

1.0 fc of lighting beneath the pavilion.

- up to (4) four light fixtures to provide contractor shall specify and install

LIGHT POLES

HAVE THE CAPACITY TO ACCOMMODATE TWO ADDITIONAL

THAT EXISTING LIGHTING CIRCUITS

VERIFY PRIOR TO CONSTRUCTION

SIZE PER NEC REQUIREMENTS. CONTRACTOR SHALL

(2). CONTRACTOR SHALL SPECIFY CONDUIT AND FEEDER

ELECTRICAL SERVICE LOCATION FOR NEW LIGHT POLES

LIGHT POLE

EXISTING STEELE BLVD

OR APPROVED EQUAL

LIGHTING/CURRENT LIGHTING

ARCHITECTURAL AREA

3000K (CCT), BLACK FINISH, BY

72L LED LUMINAIRE, 700MA,

PROVIDENCE MEDIUM PROV2,

POLE FIXTURE SHALL BE

OR APPROVED EQUAL

LIGHTING/CURRENT LIGHTING

ARCHITECTURAL AREA

BE DB3, PR4 4R12-226 POLE, BY

CAST ALUMINUM BASE SHALL

ALONG STEELE BOULEVARD.

WITHIN THE PROJECT SITE

CURRENTLY INSTALLED

MATCH THE FIXTURES

6. EXTERIOR LIGHTS SHALL

LIGHT POLES.

ADDITIONAL

ACCOMMODATE TWO

HAVE THE CAPACITY TO

CIRCUITS

THAT EXISTING LIGHTING

CONSTRUCTION

SHALL VERIFY PRIOR TO

CONTROLS. CONTRACTOR

CIRCUITS AND

EXISTING STREET LIGHTING

CONNECTED INTO THE

NEW LIGHT POLES SHALL BE

FL = 52.50 (24" HDPE)

FL = 53.00 (12" HDPE)

EX. TF = 57.25

NEW TF = 57.95

PROTECTED. RESET TOP OF FRAME.

EXISTING MANHOLE TO REMAIN AND BE

INSTALLED WITHIN THE PROJECT SITE ALONG STEEL BOULEVARD

PROPOSED LIGHT POLES TO MATCH FIXTURES CURRENTLY

APPROVAL. (TYP. OF 2)

CONTRACTOR TO PROVIDE SUBMITTALS OF FIXTURE AND POLE FOR

APPROVED EQUAL. BASE AND POLE SHALL HAVE BLACK FINISH.

/ CURRENT LIGHTING: DB3 BASE AND PR4 4R12-226 POLE, OR

EQUAL. ALUMINUM BASE SHALL BE ARCHITECTURAL AREA LIGHTING

LUMINAIRE, 700MA, 3000K (CCT) BLACK FINISH, OR APPROVED

CURRENT LIGHTING: PROVIDENCE MEDIUM PROV2 72L LED

WHICH ARE BELIEVED TO BE ARCHITECTURAL AREA LIGHTING /

I L

D I N

G

H

Y D

H

Y D

STEELE CENTER @ FARMINGTON AVE. TOD

COMMUNITY PARK

SCALE: 1"= 10'

10' 10' 30'

Civil Engineering Land Surveying

PROJ. ENGINEER

PROJ. MANAGER

OFFICE REVIEW

PROJECT DATE

OCM

KRG

KRG

REVISIONS

4/22/26

LANDSCAPE AND LIGHTING PLAN

SHEET NO. OF4 9

Environmental Consulting Construction Management

3/17/26

BERLIN, CT

3144.017

I:\Projects\3100\3144.017.001 Steele Boulevard\PLOT_FARMINGTON STEELE TOD Development Plan.dgn www.bartonandloguidice.com

Fax: (860) 633-5971

Phone: (860) 633-8770

Glastonbury, CT 06033

855 Winding Brook Drive

LANDSCAPE PLANTING NOTES:

BOULEVARD TO REMAIN (TYP. OF 4)

EXISTING LIGHT POLES ALONG

PAVILI

ON

AT THE DISCRETION OF THE OWNER OR LANDSCAPE ARCHITECT.

STANDARD APPLICATION OF A COMPLETE FERTILIZER COMPOUND

APPLICATION OF LIME MAY BE REQUIRED IN ADDITION TO A

REQUIREMENTS SPECIFIED IN THE PLANTING SPECIFICATIONS. AN

PLANT MATERIALS ARE TO BE PLANTED IN ACCORDANCE WITH 16.

ARCHITECT, NURSERY CONTRACTOR, AND APPROPRIATE AGENCIES.

ALTERNATIVES PER AGREEMENT BETWEEN OWNER, LANDSCAPE

ALL PLANT MATERIALS ARE SUBJECT TO REPLACEMENT BY SUITABLE 15.

DISCRETION OF THE OWNER OR LANDSCAPE ARCHITECT.

RESPONSE TO SITE CONDITIONS. THESE ADJUSTMENTS SHALL BE AT THE

ALL PLANT MATERIAL PLACEMENT IS SUBJECT TO FIELD ADJUSTMENT IN 14.

DURATION OF THE PLANT'S FIRST YEAR IN THE GROUND.

INSPECTIONS SHALL BE MADE BY THE OWNER, OR NURSERY CONTRACTOR FOR THE

CLEARLY BY FLAGGED FIELD STAKES. PROVISIONS FOR REGULAR WATERING AND

MACHINERY SHALL AVOID THESE PLANTED AREAS WHICH SHOULD BE DEMARCATED

PLANTS FOR THE DURATION OF SITE CONSTRUCTION ACTIVITY. ONCE PLANTED, ALL

CONTRACTOR TO PROVIDE FOR THE SAFEKEEPING AND MAINTENANCE OF THESE

SPECIFICATIONS OF THE PLANTING PLAN. IT IS THE RESPONSIBILITY OF THE GENERAL

THE CONTRACTOR. ACCEPTABLE PLANTS ARE TO BE PLANTED PER THE

PLANTING. SUBSTANDARD PLANTS SHALL BE RETURNED TO, AND REPLACED BY

ALL PLANT MATERIALS SHALL BE INSPECTED FOR DEFECTS OR DAMAGE BEFORE 13.

AT LEAST 3” AWAY FROM THE ROOT COLLAR.

ADD 3”OF SHREDDED BARK MULCH OR APPROVED EQUAL OVER THE SOIL BERM STAYING

CREATE A SOIL BERM AROUND THE TRUNK TWO (2) TIMES THE WIDTH OF THE ROOT BALL, F.

SOIL INTO THE HOLE UNTIL THE SURFACE LEVEL IS JUST BELOW THE ROOT COLLAR.

GENTLY PRESS INTO PLACE. FILL THE HOLE PARTIALLY WITH WATER. CONTINUE TO PLACE

USING THE SAME SOIL AS DUG FROM THE HOLE, FILL UNDER AND AROUND THE ROOT BALL, E.

ROOTS IF PRESENT.

PRUNE CLEANLY ANY DEAD OR CRUSHED ROOTS AND STRAIGHTEN OR CUT ENCIRCLING D.

BURLAP AND NYLON STRING.

PLACE PLANT MATERIAL IN HOLE, CLIP AND ROLL DOWN OR REMOVE THE WIRE CAGE, C.

2 TO 3 TIMES THE WIDTH BUT NO DEEPER THAN THE ROOT BALL.

EXCAVATIONS FOR BALLED AND BURLAPPED (B&B) TREES AND SHRUBS SHALL BE B.

LOOSEN HARD SUBSOIL IN BOTTOM OF EXCAVATION.

EXCAVATE PITS, BEDS, AND TRENCHES WITH SLOPING SIDES AND A FLAT BOTTOM. A.

PLANT MATERIAL SHALL BE INSTALLED IN THE FOLLOWING STEPS;12.

UNDERGROUND DETENTION UNITS.

ARE WITHIN SUITABLE DISTANCE FROM

ENSURE ALL NEW TREE PLANTINGS

5-IT

7-IT

10-RF

3-IVF

1-IVM

2-IVF

5-SN

5-SN

15-TO

3-LS

3-LS

5-PO

6-TO

5-PO

5-RPE

5-JC

1-CF

1-NS

1-CF

3-LS

4-EC

3-RF

1-TC

3-RF

7-SN

1-QP

3-IVF

1-IVM

2-IVF

UTILITY PLAN

REFER TO GRADING, DRAINAGE, &

LIGHT POLES ALONG BOULEVARD,

FROM NEW PAVILION AND EXISTING

LIGHTING OF PATIO AREA TO COME

TURF ESTABLISHMENT, (TYP.)

LIMIT OF MULCH, (TYP.)

LIMIT OF MULCH, (TYP.)

1-CF

HEIGHT AND CALIPER SHOWN.

PROVIDE TREES, SHRUBS, AND ALL OTHER PLANT MATERIAL OF GENUS, SPECIES, VARIETY, 11.

PROMPTLY REPAIR DAMAGE TO LAWNS RESULTING FROM PLANTING OPERATIONS.

IF PLANTING OF TREES AND SHRUBS OCCURS AFTER LAWN WORK, PROTECT LAWN AREAS AND

TO PLANTING OF LAWNS, UNLESS OTHERWISE ACCEPTABLE TO OWNER’S REPRESENTATIVE.

PLANT MATERIAL SHALL BE INSTALLED AFTER FINAL GRADES AREA ESTABLISHED AND PRIOR 10.

AFTER FINE GRADING AND PRIOR TO PLANTING.

RESTORE PREPARED AREAS TO SPECIFIED CONDITION IF ERODED OR OTHERWISE DISTURBED 9.

SOIL CONDITION.

AND ALLOW SURFACE TO DRY OFF BEFORE PLANTING OF LAWNS. DO NOT CREATE A MUDDY

MOISTEN PREPARED LAWN AREAS BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY 8.

COMMENCEMENT OF SEEDING OR SODDING OPERATIONS.

SECURE ACCEPTANCE OF FINE GRADING BY THE OWNERS REPRESENTATIVE PRIOR TO THE 7.

OR LANDSCAPE ARCHITECT.

NEW WORK. REPAIR ANY DAMAGE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE

PROTECT EXISTING LAWN AREAS AND CREATE A SMOOTH TRANSITION BETWEEN THEM AND 6.

IN ANY DIMENSION WITHIN 4" OF FINISH GRADE.

WEEDS, CLODS, LUMPS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER OVER 1 INCH

MINIMUM DEPTH OF 4 INCHES UNLESS OTHERWISE NOTED. REMOVE ALL STONES, STICKS,

SPREAD TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM WITHIN LAWN AREAS TO A 5.

SOIL PREPARATION SHALL BE LIMITED TO AREAS TO BE PLANTED WITHIN SEVEN (7) DAYS.4.

STANDARD SPECIFICATIONS FORM 819, AS AMENDED.

ALL LANDSCAPE MATERIALS SHALL COMPLY WITH STATE OF CONNECTICUT D.O.T. 3.

SEEDED WITH A PERENNIAL TURF TYPE GRASS SEED MIX.

OTHER PERMANENT IMPROVEMENTS SHALL BE FINE GRADED, FERTILIZED AND

NOT COVERED BY BUILDINGS, ROADS, PARKING LOTS, WALKS, PLANTING BEDS, OR

ALL AREAS OF THE PROJECT SITE AFFECTED BY CONSTRUCTION OPERATIONS AND 2.

REGULATIONS AND REQUIREMENTS.

ALL LANDSCAPE MATERIALS AND METHODS SHALL COMPLY WITH TOWN OF BERLIN'S 1.

3-EC

2-EC

9-SN

4-RR

8-HL

7-RF

7-RF

TURF ESTABLISHMENT, (TYP.)

I L

D I N

G

H

Y D

H

Y D

.14

.42

.27

.22

.5

.5

.5

.95

.5

55.5

.75

.25

.67

.88

.73

.53

.68

.32

55.55

56.02

STATE OF CONNECTICUT

THE CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF ALL LOCAL AGENCIES OF THE TOWN OF BERLIN AND THE 2.

THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FOR THE WORK TO BE PERFORMED.1.

STEELE CENTER @ FARMINGTON AVE. TOD

COMMUNITY PARK

EROSION AND SEDIMENT CONTROL PLAN

MAINTAIN ALL SEDIMENT AND EROSION CONTROL MEASURES THROUGHOUT PROJECT DURATION.9.

IN AREAS OF CONSTRUCTION DISTURBANCE, SPREAD TOPSOIL, SEED, AND MULCH WITH HAY OR STRAW.8.

INSTALL UNDERGROUND UTILITIES, ROUGH GRADE YARD, AND INSTALL PATIO AND WALKWAYS.7.

BACKFILL TRENCHES AND FOUNDATION WALLS.6.

EXCAVATE FOR FOOTING DRAIN AND/OR GROUNDWATER CONTROL/INTERCEPTING DRAIN, AND INSTALL.5.

EXCAVATE FOR FOOTINGS AND FOUNDATION WALLS, AND INSTALL.4.

STRIP TOPSOIL, STOCKPILE AND STABILIZE WITH SILT FENCE AND/OR HAY BALES.3.

MATERIALS ARE TO BE REMOVED FROM THE SITE. ON-SITE BURIAL OF TREE TRUNKS, STUMPS, OR BRUSH IS NOT PERMITTED.

CLEAR AND GRUB ALL TREES, SHRUBS, AND BRUSH WITHIN CONSTRUCTION LIMITS. ALL EXCESS AND UNSUITABLE 2.

INSTALL EROSION & SEDIMENT CONTROL MEASURES AS INDICATED. SEE DETAILS. 1.

SCALE: 1"= 10'

10' 10' 30'

Civil Engineering Land Surveying

PROJ. ENGINEER

PROJ. MANAGER

OFFICE REVIEW

PROJECT DATE

OCM

KRG

KRG

REVISIONS

4/22/26

SHEET NO. OF5 9

Environmental Consulting Construction Management

3/17/26

BERLIN, CT

3144.017

I:\Projects\3100\3144.017.001 Steele Boulevard\PLOT_FARMINGTON STEELE TOD Development Plan.dgn www.bartonandloguidice.com

Fax: (860) 633-5971

Phone: (860) 633-8770

Glastonbury, CT 06033

.50

.80

.38

.16

.19

.55

.5

.85

FF =

58.5

.5

.5

.5

.5

.5

.5

.5 5

.5

56.5

B W .0

+T W .0

B W .0

+T W .0

B W .0

+T W .0

+58.

+58.

+58.

+58.

+57.

+57.

SO

IL STO

C K

PILE A

R

EA

BALES OR WADDLES (TYP.)

SACK & SURROUNDED WITH STRAW

PROTECTED WITH INLET FILTER SILT

ADJACENT TO WORK AREAS TO BE

EXISTING CATCH BASINS WITHIN OR

CONSTRUCTION ACTIVITIES.

COMPLETED AREAS FROM

INTERMEDIATE ROWS TO PROTECT

CONTRACTOR TO RELOCATE OR ADD

LAND DISTURBANCE ACTIVITIES.

BE INSTALLED DOWNGRADE OF ALL

SILT FENCE OR STRAW WADDLES TO

DAILY OR AS REQUIRED (TYP.)

REMOVED FROM BOULEVARD

TRACKED SEDIMENT TO BE

EROSION & SEDIMENTATION CONTROL PLAN:

EROSION & SEDIMENTATION CONTROL NOTES:

SEQUENCE OF CONSTRUCTION

GENERAL CONSTRUCTION NOTES

DAILY OR AS REQUIRED (TYP.)

REMOVED FROM BOULEVARD

TRACKED SEDIMENT TO BE

DAILY OR AS REQUIRED (TYP.)

REMOVED FROM BOULEVARD

TRACKED SEDIMENT TO BE

DETENTION UNITS

PLACED ON UNDERGROUND

ENSURE SOIL STOCKPILE IS NOT

STORMWATER DISCHARGE WILL BE DIRECTED TO THESE TRAPS.

TEMPORARY SEDIMENT TRAPS WILL BE INSTALLED AS NECESSARY DURING CONSTRUCTION ACTIVITIES. ALL TEMPORARY 7.

AREAS HAVE BEEN STABILIZED AS REQUIRED.

DUST CONTROL MEASURES SHALL BE APPLIED THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED 6.

AN EROSION CONTROL SYSTEM SHALL BE INSTALLED AROUND ALL ON -SITE STOCKPILES OF SOIL.5.

FILTER SILT SACKS AS SHOWN ON THE PLAN THROUGHOUT THE CONSTRUCTION PERIOD.

ALL EXISTING AND PROPOSED CATCH BASINS WITHIN THE PROJECT AREA SHALL BE PROTECTED WITH INLET CONTROL 4.

SURROUNDING ROAD SURFACES SHALL BE SWEPT AS REQUIRED.

TRANSPORT OF SEDIMENTS OFF THE CONSTRUCTION SITE BY TRUCK AND CONSTRUCTION EQUIPMENT TRAFFIC. THE

ON THE PAVED ROADWAY AND /OR AT THE DIRECTION OF THE TOWN'S STAFF IN ORDER TO PREVENT THE

AN ANTI -TRACKING APRON WILL BE INSTALLED AT THE ENTRANCE TO THE CONSTRUCTION IF TRACKED SEDIMENT IS NOTED 3.

POSSIBLE.

ALL EROSION AND CONTROL MEASURES WILL BE INSTALLED AT THE PROJECT SITE PRIOR TO CONSTRUCTION WHEREVER 2.

EMERGENCY CONTACT: TO BE PROVIDED PRIOR TO ISSUANCE OF BUILDING PERMIT

OWNER & PARTY RESPONSIBLE FOR E&S CONTROL PLAN: TOWN OF BERLIN AND SELECTED CONTRACTOR1.

APPLIED AT A RATE OF 100 LBS. PER ACRE.

TEMPORARY GRASS SEEDING, IF NECESSARY, SHALL BE PERENNIAL RYE GRASS (LOLIUM PERENNE)11.

FALL: AUGUST 15 TO OCTOBER 15

SPRING: MARCH 15 TO JUNE 15

THE FOLLOWING DATES FOR SEEDING SHALL BE USED:10.

AREAS OUTSIDE OF PAVED AREAS, WALKS, AND BUILDINGS ARE TO RECEIVE A MINIMUM 4" OF TOPSOIL.9.

819, AT THE COMPLETION OF PROJECT.

ALL DISTURBED AREAS ARE TO BE RAKED, SEEDED AND FERTILIZED PER "TURF ESTABLISHMENT" SPECIFICATION IN CTDOT8.

SHOWN ON THESE PLANS OR AS ORDERED BY THE ENGINEER.

THE CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING ALL EROSION AND SEDIMENTATION CONTROL DEVICES AS 7.

THE INTENT OF THE PLAN.

SEDIMENT REMOVED FROM ANY CONTROL STRUCTURES SHALL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH 6.

CONDITIONS.

EVENT OF AT LEAST A HALF-INCH, AND MAINTAINED, REPLACED OR INCREASED AS REQUIRED BY SPECIFIC FIELD

ALL ON-SITE EROSION AND SEDIMENT CONTROLS ARE REQUIRED TO BE INSPECTED WITHIN 24-HOURS AFTER A RAIN 5.

INSTALLED DURING THE CONSTRUCTION PERIOD IF DEEMED NECESSARY OR REQUIRED BY THE ENGINEER OR TOWN.

PERIOD AS NECESSARY OR AS REQUIRED BY THE ENGINEER OR TOWN. ADDITIONAL EROSION CONTROL MEASURES WILL BE

ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED OR REPLACED BY THE CONTRACTOR DURING THE CONSTRUCTION 4.

AMENDED AND THE TOWN REGULATIONS.

AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", DATED 2024, AS

ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS 3.

THE TOWN OR ENGINEER PRIOR TO CONSTRUCTION.

EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON THE PLANS, OR AS DIRECTED BY 2.

CONSTRUCTION WILL COMMENCE IN THE SUMMER OF 2026 AND BE COMPLETED IN 2026, WEATHER PERMITTING.1.

HOURS OF OBSERVED FAILURE.

REPAIR OR REPLACE WITHIN 244.

EROSION CONTROL NOTES.

IS HALF FULL AND DEPOSIT PER

REMOVE SEDIMENT WHEN BAG3.

NOTES OR AS DIRECTED.

CONTROLINSPECT PER EROSION2.

SPECIFICATIONS.

INSTALL PER MANUFACTURER1.

NOTES:

3B

3A

2-3 X BALL DIA. MIN.

NOTES:

NYLON STRING.

THE WIRE CAGE, BURLAP, AND

CLIP AND ROLE DOWN OR REMOVE

PLACE PLANT MATERIAL IN HOLE,3.

PRESENT.

OR CUT ENCIRCLING ROOTS IF

CRUSHED ROOTS AND STRAIGHTEN

PRUNE CLEANLY ANY DEAD OR2.

EXCAVATION.

HARD SUBSOIL IN BOTTOM OF

AND A FLAT BOTTOM. LOOSEN

TRENCHES WITH SLOPING SIDES

EXCAVATE PITS, BEDS, AND1.

AT BARK

RUBBER HOSE

OR DIP-PAINTED

TURNBUCKLE (3), GALVANIZED

GRADE

ORIGINAL

SET TREE AT

WIDTH OF ROOT BALL

CREATE SOIL BERM AROUND TRUNK 2X

WOOD DEADMEN (3)

NOT TO SCALE

CONIFEROUS TREE PLANTING

INCREASE VISIBILITY

FLAG ON EACH TO

GUY WIRES (3), WHITE FROM ROOT COLLAR

BARK MULCH WITH 3" MINIMUM DISTANCE

4" THICK PREMIUM GRADE SHREDDED

RUBBER HOSE AT BARK

TO INCREASE VISIBILITY

GUY WIRES (3), WHITE FLAG ON EACH

DIP-PAINTED

TURNBUCKLE (3), GALVANIZED OR

SET TREE AT ORIGINAL GRADE

WOOD DEADMEN (3)

SHALL BE TOTALLY REMOVED.

NON-BIODEGRADABLE MATERIAL

OF BURLAP.3

1CUT. REMOVE TOP

ROPES AT TOP OF BALL SHALL BE

TO PREVENT SETTLING - 6" HIGH

PREPARED SUBSOIL TO FORM PEDESTAL

DECIDUOUS TREE PLANTING

2.5 X BALL DIA. MIN.

NOT TO SCALE

FROM ROOT COLLAR

BARK MULCH WITH 3" MINIMUM DISTANCE

4" THICK PREMIUM GRADE SHREDDED

SOIL SAUCER: USE TOPSOIL 6" MIN.

EXISTING SUBGRADE

(SEE GRADING PLAN)

PREPARED SUBGRADE

FINISH GRADE (SEE GRADING PLAN)

MULCH SURFACE TREATMENT

NOT TO SCALE

SHREDDED BARK MULCH

4" THICK PREMIUM GRADE

NOT TO SCALE

PERENNIAL PLANTING

SOIL LAYER

4" MIN. BROKEN

SOIL MIXTURE

6" MIN. PLANTING

BARK MULCH

2" SHREDDED PINE

SPECIFIED CENTERS

THROUGH MULCH AT

PLANT PERENNIALS

SHRUB PLANTING

NOT TO SCALE

SETTLING - 6" HIGH

PEDESTAL TO PREVENT

PREPARED SUBSOIL TO FORM

MIXTURE

GENTLY COMPACTED TOPSOIL

SHALL BE TOTALLY REMOVED.

NON-BIODEGRADABLE MATERIAL

OF BURLAP.3

1CUT. REMOVE TOP

ROPES AT TOP OF BALL SHALL BE

TOPSOIL 6" MIN.

CREATE SAUCER WITH

FROM ROOT COLLAR

BARK MULCH WITH 3" MINIMUM DISTANCE

4" THICK PREMIUM GRADE SHREDDED

NOT TO SCALE

SUBGRADE

EXISTING

(SEE GRADING PLAN)

PREPARED SUBGRADE

4" TOPSOIL (4" THICKNESS)

PERENNIAL TURFGRASS SEED MIX

FINISH GRADE (SEE GRADING PLAN)

TURF ESTABLISHMENT

NOT TO SCALE

PATIO PAVERS ON CONCRETE BASE

PROTECT PAVER SURFACE WITH URETHANE SCUFF PAD DURING COMPACTION3.

CONCRETE BASE SHALL BE SCREEDED WITH FLOAT FINISH AND PITCHED TO GRADE2.

EXPANSION JOINTS 20' O.C. MAXIMUM1.

NOTES:

NOT TO SCALE

FOR TRENCH LIMITS.

REFER TO APPROPRIATE TRENCH DETAIL2.

SHOWN (WHICHEVER IS GREATER).

OR USE MINIMUM PAVEMENT THICKNESS

MATCH EXISTING PAVEMENT THICKNESS1.

NOTES:

OF PAVEMENT

ALL SAWCUT EDGES

SEALER APPLIED TO

PAVEMENT JOINT

SUBGRADE

RECOMPACTED

(TYP)

12"

REPAIR PAY LIMITS

PERMANENT PAVEMENT

(SEE NOTE 2)

TRENCH WIDTH

PAVEMENT

EXISTING

SAWCUT (TYP.)

(SEE NOTE 1)

3" HMA S0.5 BINDER COURSE (2 EQUAL LIFTS)

3" HMA S0.5 SURFACE COURSE (2 EQUAL LIFTS)

AGGREGATE BASE

18" PROCESSED

PAVEMENT REPAIR

STEELE CENTER @ FARMINGTON AVE. TOD

COMMUNITY PARK

NOT TO SCALE

YARD DRAIN

M

IN

A G

G R

E C

A T

E

M

IN

5"

8'-6"

NOT TO SCALE

GRANITE CURB PLANT BED

Civil Engineering Land Surveying

PROJ. ENGINEER

PROJ. MANAGER

OFFICE REVIEW

PROJECT DATE

OCM

KRG

KRG

REVISIONS

4/22/26

SCALE: AS NOTED

SHEET NO. OF6 9

Environmental Consulting Construction Management

3/17/26

BERLIN, CT

3144.017

I:\Projects\3100\3144.017.001 Steele Boulevard\PLOT_FARMINGTON STEELE TOD Development Plan.dgn www.bartonandloguidice.com

Fax: (860) 633-5971

Phone: (860) 633-8770

Glastonbury, CT 06033

855 Winding Brook Drive

SEE PLAN FOR WIDTH

PUBLIC ROAD

NOT TO SCALE

50'-0" MIN. LENGTH

ANTI-TRACKING PAD DETAIL

6" DEPTH OF CTDOT 2" STONE

COMPACTED SUBGRADE

IF SOIL HAS LOW BEARING CAPACITY

USE MIRAFLEX 600X OR EQUAL UNDER STONE

NOTES:

NOT TO SCALE

STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE RECP'S WIDTH.

CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROX. 3" OVERLAP.5.

THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON RECP'S TYPE.4.

THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.

LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED

THE SOIL SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE

ROLL THE RECP'S (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST3.

THE RECP'S.

RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKED SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF

SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE

APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY

EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECO'S WITH A ROW OF STAPLES/STAKES

BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF RECP'S2.

OF LIME, FERTILIZER AND SEED.

PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING AND NECESSARY APPLICATION1.

2"-5"

12"

6"

3"

EROSION CONTROL BLANKET SLOPE INSTALLATION

NOT TO SCALE

EMBANKMENT S

LOPE

T O

E O

F S

L O

P E

FLOW

O F S

L O

P E

T O

E

DEPTH OF 4"

BURY TO A

SIDE SLOPE

VARIES

BOTTOM OF SWALE SIDE SLOPE

VARIES

F L

O W

SWALEC

L

V A

R

IE

S

A S D

IR

E

C T

E D

M A

X

F L

O W

BALES BUTTED TOGETHER

BOTTOM OF

DRAINAGE WAY

A POINT A SHALL BE

HIGHER THAN POINT B

A

B

+10'

+10'

BALED HAY OR STRAW

TOGETHER

BALES BUTTED

BARRIER

CREATE A CONTINUOUS

BETWEEN BALES TO

WEDGE LOOSE STRAW

(2 STAKES PER BALE)

OR REBAR EACH BALE

2"x2"x3' LONG STAKES

WIRE OR TWINE

DIRECTION OF BINDING

EXISTING GRADE BACKFILL

COMPACTED

BARRIER

CREATE A CONTINUOUS

BETWEEN BALES TO

WEDGE LOOSE STRAW

OR STRAW

BALED HAY

WIRE OR TWINE

DIRECTION OF BINDING

OR REBARS EACH BALE

2"x2"x3' LONG STAKES

GRADE

EXISTING

SECTION AT TOE OF SLOPE

PLAN

PLAN

SECTION AT SWALE

B

HAY BALES

NOT TO SCALE

HAY BALES AROUND CATCH BASIN

PLAN

OR STRAW

HAY BALE

F L

O W

AROUND GRATE

WRAP FILTER FABRIC

FLOW

(2 PER BALE)

STAKES OR REBARS

2" X 2" X 3' LONG

BARRIER

A CONTINUOUS

BALES TO CREATE

STRAW BETWEEN

WEDGE LOOSE

F L

O W

TOGETHER

BUTTED

BALES TO BE

FLOW

NOT TO SCALE

INLET SEDIMENT CONTROL DEVICE

NOT TO SCALE

FLOW

M

IN

NOTES:

OR POLYETHYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER.

SILT FENCE FABRIC SHALL BE A PERVIOUS SHEET OF WOVEN PROPYLENE, NYLON, POLYESTER3.

POSTS (0.5 # STEEL/L.F.). THE MINIMUM POST LENGTH SHALL BE 5'-0".

SILT FENCE SUBJECT TO HEAVY LOADS SHALL BE REINFORCED WITH FARM FENCING & STEEL 2.

INSTALL SILT FENCE & WOOD STAKES AS RECOMMENDED BY MANUFACTURER.1.

� 2

M

IN

M

IN

M

IN

10'-0" MAX.

SILT FENCE

ELEVATION SECTION

GRADE

FINISH

FENCE (SEE NOTE 2)

ATTACHED TO WIRE

SILT FENCE FABRIC

SELF-SUPPORTING

(MIN. LENGTH: 3' - 6')

1" x 2" WOOD STAKE

GROUND

FABRIC BELOW

EXTEND 6" OF

BACKFILL

RECOMPACTED

GRADE

FINISH

2 MAX

RUN-OFF FLOW

DIRECTION (TYP.)

NOT TO SCALE

SOIL STOCKPILE DETAIL

PER EROSION & SEDIMENTATION PLAN

PLACEMENT OF MATERIAL STOCKPILE

DUMPING STRAPS

PORTS

OUTFLOW

OPTIONAL

CURB FILTER

LIFT STRAPS

STORM GRATE

CURB OPENING

SILT SACK

STOCKPILE (TYP.)

OF MATERIAL

GRADIENT SIDE

PLACED ON DOWN

SYSTEM TO BE

EROSION CONTROL

COMPACTED SUBGRADE

PROCESSED AGGREGATE BASE

SAND SETTING BED

POLYMETRIC SAND JOINT

5%-7% AIR ENTRAINMENT

CLASS A CONCRETE 4000 PSI

6X6 NO. 10 GAGE WWM ASTM A-185-02

ALLOW MOVEMENT WITHIN SLEEVES

SHALL BE SMOOTH SURFACE TO

ENGINEER IF NEEDED. NOTE DOWELS

THE STREET OR WHERE DIRECTED BY

TRAVERSE JOINTS PERPENDICULAR TO

JOINTS AND 2 FOOT ON CENTER FOR

CENTERS ALONG LONGITUDINAL

AND SLEEVES PLACES AT 4 FOOT ON

12" LONG GALVANIZED STEEL DOWELS

JOINTS SHALL HAVE 1/2" DIAMETER X

COVER WITH GEOTEXTILE FABRIC.

1/4" CHIP AGGREGATE, NO FINES (TYP.);

2" DIA. WEEP HOLES @ 100 SF O.C.; FILL WITH

SETTING BED

GEOTEXTILE FABRIC BARRIER FOR SAND

PAVING PATTERN AND COLORS.

ENLARGEMENT PLANS FOR PAVER

APPROVED EQUAL. REFER TO

PINEHALL CLAY PAVERS OR

COLOR: BLACK

FINISH GRADE

WATER TIGHT GASKET

18" PVC CATCH BASIN

FRAME AND GRATE

STANDARD CAST IRON ROUND

M

IN

C O

N C

R E

T E

P

R O

C E

S S

E D

CLOCK TOWER FOOTING

DETAILS

REFER TO CLOCK TOWER

CONCRETE FOOTING

AND LIGHTING PLAN

TO LANDSCAPE

PLANT BED, REFER

ON THIS SHEET

REFER TO DETAIL

CONCRETE BASE,

PATIO PAVERS ON

BARK MULCH

GRADE SHREDDED

4" THICK PREMIUM

AND LIGHTING PLAN

TO LANDSCAPE

PLANT BED, REFER

(15"-17" TYP.)

GRANITE CURB

CONCRETE

PLANTING SOIL MIX

PREPARED SUBSOIL

CLOCK TOWER

GRANITE CURB PLANT BED

CLOCK TOWER

WHITE PAINT STOP BAR

SEE PLAN FOR WIDTH

STOP BAR

DETECTABLE WARNING SURFACE

A

A

BB

SECTION B-B

SECTION A-A

REFLECTED PLAN - TILE

DETAIL 1

21 DOMES @ 1.7" SPACEING C/C

S P

A C

IN

G C C

D

O M

E S .7

PLAN - TILE

(TYP) (TYP)

10 SPACES @ 3"

.1 C C

S P

A C

E S

E

Q U

A L

@ 0.17" C/C

SPACES

10 EQUAL

NOT TO SCALE

10" APPROX

POSTS

END

PIN AT

3" MIN. DIAMETER WHITE CEDAR ROUND RAIL SECTION

THREE (ROUND) RAIL FENCE

FACE BACK

NOT TO SCALE

HISTORIC BERLIN MARKER BOARD

REPRESENTATIVE PRIOR TO FABRICATION AND INSTALLATION

BASEPLAT DESIGN, FOR APPROVAL BY OWNER'S

CONTRACTOR TO SUBMIT SHOP DRAWINGS, INCLUDING 2.

SEE CONCRETE PAD DETAIL FOR BASE OF STRUCTURE1.

NOTES:

PAD FOUNDATION. SEE NOTES.

CRUSHED STONE BASE LEVELING

PROVIDE COMPACTED 3/4"

UNDER CRUSHED STONE LEVELING PAD

GEOTEXTILE (OR APPROVED EQUAL)

PROVIDE MIRAFI 140N NONWOVEN

WHERE SHOWN ONLY

DOUBLE FACED BLOCK

& UTILITY PLAN

REFER TO GRADING, DRAINAGE,

FINISHED GRADE AT FACE OF WALL,

5. SEE LAYOUT PLAN FOR LOCATION AND LAYOUT OF BENCHES.

4. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.

2. POWDERCOATED BLACK FINISH.

1. BENCH SHALL BE BARCO: CASSIDY ARCHED BACK BENCH (6' LONG), OR APPROVED EQUAL.

NOTES:

5. SEE LAYOUT PLAN FOR LOCATION AND LAYOUT OF BIKE RACK.

4. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.

2. POWDERCOATED BLACK FINISH.

APPROVED EQUAL.

1. BENCH SHALL BE BARCO: TRADITIONAL POWDER-COATED BIKE RACK (BIKE CAPACITY: 9), OR

NOTES:

STEELE CENTER @ FARMINGTON AVE. TOD

COMMUNITY PARK

2.0% MAX.

1.5% TYP.

LANDING

48" MIN.

48" MIN.

(NO CURBING)

EDGE OF ROAD

(NO CURBING)

EDGE OF ROAD

WARNING STRIP

2' WIDE DETECTABLE

1/4" MAX.

LIP HEIGHT

8.33% MAX.

RAMP SLOPE

NON-WALKING SURFACE

(TYPE 17)

WITH NON-WALKING SURFACE

SINGLE DIRECTION - NO CURB

24"

18"

3"

13" MIN

6"

3"

12"

TYPICAL UG CONDUIT

OR DUCT BANK

NOT TO SCALE

PLAN

PROFILE

NOT TO SCALE

" PER FT.4

" DEEP4

1" x 4

1TOOLED DUMMY JOINT

(4000 PSI MIN.)

CLASS "F" CONCRETE

" R4

WIDTH AS SHOWN ON PLANS

3" MIN.

5' MAX.

20' MAX.

JOINT MATERIAL

" PREFORMED EXPANSION2

TRANSVERSE EXPANSION JOINT

PROCESSED AGGREGATE BASE

MESH REINFORCEMENT

6 X 6 - W1.4XW1.4 WIRE

CONCRETE SIDEWALK AND PAD

VERTICAL POSITION.

SHEAR CHANNEL IN THE BLOCK ABOVE. OVER-TRIMMING MAY RESULT IN FUTURE BLOCK MOVEMENT OUT OF THE

HOWEVER, THE SHEAR KNOBS MUST BE TRIMMED WITH PRECISION TO ALLOW NO BATTER BUT ALSO ENGAGE THE

2. IT IS ACCEPTABLE TO FIELD-CUT SHEAR KNOBS TO ALLOW VERTICAL (NO BATTER) WALL CONSTRUCTION.

BY OWNER'S REPRESENTATIVE.

1. ENGINEERED RETAINING WALL PLANS SHALL BE SUPPLIED BY VENDOR PRIOR TO CONSTRUCTION FOR APPROVEL

NOTES:

Civil Engineering Land Surveying

PROJ. ENGINEER

PROJ. MANAGER

OFFICE REVIEW

PROJECT DATE

OCM

KRG

KRG

REVISIONS

4/22/26

SHEET NO. OF7 9

Environmental Consulting Construction Management

3/17/26

BERLIN, CT

3144.017

I:\Projects\3100\3144.017.001 Steele Boulevard\PLOT_FARMINGTON STEELE TOD Development Plan.dgn www.bartonandloguidice.com

Fax: (860) 633-5971

Phone: (860) 633-8770

Glastonbury, CT 06033

855 Winding Brook Drive

NOT TO SCALE

3'-.426"

2'-9.926

.6

.1

.2

.2

1.25"1.25" 2'-6"

3'-.426"

3.2129"3.2129"

.1875" .188"

.625"

.7

(3 PER FLANGE)

EMBEDMENT FLANGES

0.625" DIA. HOLE THROUGH

FLANGE 11 PER TILE

INTERNAL EMBEDMENT

DOME UNDERSIDE OF TILE

0.1875" DIA. x 0.0625" DEEP

1.7"1.7"1.25"

.3

R

2'-0.6"

.7

.04'

.3

.0

OF REFLECTED PLAN

(3 PER FLANGE) AS SHOWN

EMBEDMENT FLANGES

0.625" DIA. HOLE THROUGH

C/C (SEE PLAN FOR ORIENTATION)

INTERNAL EMBEDMENT FLANGE @ 3"

0.045" HIGH

90° POINTS

.3

R

3'-0.426"

1.7"1.7'1.25"

.0

.2

.45".45".20".20"

.3

.1

3.2"

.1875" 3" (TYP)3" (TYP)

FLANGES AS SHOWN IN PLAN

0.625" DIA. HOLE EMBEDMENT

0.045" HIGH

90° POINTS (ONE PER CELL EACH SIDE)

0.1875" DIA VENT HOLE

(SEE PLAN FOR ORIENTAION)

INTERNAL EMBEDMENT FLANGE @ 3" C/C

.45" .45".20" .20"

.3 (T

Y P

.4

.9

.4"

.2

.7

.9

1.7"1.25"

PER SQUARE INCH

COVERAGE = 41 POINTS

FIELD LEVEL DOME

NOTE:

DETAIL 1

CROSSWALK DETAIL

NOT TO SCALE

D

IR

E C

T

IO

N O

F T

R A

F F

IC

8'

T

Y P

T Y

P

MANUFACTURER APPROVED COATING.

2" ABOVE BURIED DEPTH WITH

PROTECT BURIED SECTION PLUS

(TYP.)

1'-6"

(TYP.)

4'-0"

(TYP.)

7'-0"

2'-6" 2'-6"

6"

WHITE CEDAR POST (TYP.)

FINISHED GRADE

10' CENTER TO CENTER (TYP.)

POST (TYP.)

4"x 4"x7' TAPERED END FOR POST INSERTION

FRONT VIEW

1x2x8' FASCIA

NOT TO SCALE

TRAIL HEAD SIGN POST

MAIN POST DETAIL

CROSS SECTION AT MID POINT

6x6x11' POST

1/2 LAP JOINTED TO

6x6x6' CROSS MEMBER

MEMBER

& SCREWED TO CROSS

1x6x6' WOOD PLATE

SIGN ROUTED ONTO

SHINGLE LAYOUT

ROOF BOARD LAYOUT

UNDER STRUCTURE

SHIM AS NEEDED

6d NAIL

6x6x6' CROSS MEMBER

2x3 BACK TRIM

HEAD SCREW

2 1/2" #10 FLAT

2x6x8' ROOF BOARD

WOOD SHINGLES

1x3x8' RIDGE CAP

CONCRETE PAD

6x6x9' POST

6x6x7' POST

1/2 LAP JOINTED TO POST

1/2"x6" LAG BOLTS & WASHERS 6x6x6' CROSS MEMBER WITH

COUNTER SUNK WITH WASHER

1/2"x10" LAG BOLT

2x2 FACE TRIM

RIDGE BOARD

NOTCHED FOR

& WASHERS

3/8"x4" LAG BOLTS 2x4x3' COLLAR TIE WITH

3"

3"

6"

5'-7"

BERLIN, CONNECTICUT

EST. 1661

CONCRETE PAD

BASEPLATE (TYP.)

BASEPLATE (TYP.)

TOWN SPECIFICATIONS

INFORMATIONAL BOARD PER

HISTORIC BERLIN

NOT TO SCALE

RETAINING WALL SYSTEM

PRECAST CONCRETE BLOCK

DRAINAGE, & UTILITY PLAN

HEIGHT VARIES REFER TO GRADING,

FINISHED GRADE AT REAR OF WALL,

CAP (TYP.)

9'-0" GEOGRID

GEOTEXTILE FABRIC (BY OTHERS)

DRAINAGE AGGREGATE

1'-0" MIN. DRAINAGE FILL

T Y

P

CONFORMING TO GRADATION REQUIREMENTS

PROPERLY COMPACTED BACKFILL

1'-0" 1'-0"2'-0"

6" PERFORATED PIPE

NOT TO SCALE

BENCH

NOT TO SCALE

BIKE RACK

3" MIN.

SPECIFICATIONS, EMBED

MANUFACTURER'S

ANCHOR BOLT PER

MAIN POST DETAIL

DIRECT-BURIED CONDUIT

MASON SAND FOR

CONCRETE FOR DUCT OR

GRADE

TAPE

WARNING

DETECTABLE

CONDUIT AS NEEDED.

2" MIN SPACING BETWEEN

STACK AND/OR WIDEN WITH

SCH-40 PVC AS REQUIRED

STEELE CENTER @ FARMINGTON AVE. TOD

COMMUNITY PARK

13-3/8"

8" 23-3/8"0 18" ID (SIGHT OPENING)0

3-1/2"0

(MANUAL SET)

HBS MOVEMENT

(MANUAL SET)

HBS MOVEMENT

(MANUAL SET)

HBS MOVEMENT

12" SQ.

2 PC. HOUSING

BASE COVER

WIRING ACCESS

BASE PLATE

CLOCK FACE

CLOCK FACE

IN BASE PLATE

3/4" HOLES0

(REMOVABLE)

BASE COVER

3/4" CONDUIT

2" X 3" OPENING

WIRING ACCESS

CLOCK TOWER NOTES

16" SQ.

E

Q

S

Q

B A

S E

HANDS: MS-A

FACE: FACE T

RAISED TEXT

HEADER WITH

PAVILION STRUCTURE NOTES

16" SQ.

FINISHED GRADE

CONCRETE PEDESTAL

BY THE MANUFACTURER)

ANCHOR BOLTS (AS PROVIDED

1/2-13 X 18" LONG

CONCRETE FOOTING

M

IN

T

Y P

6. SEE LAYOUT PLAN FOR LOCATION AND LAYOUT OF CLOCK TOWER.

5. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.

3. FINISH SHALL BE A MATTE-BLACK FINISH.

SHALL BE HIGHLIGHTED IN GOLD PAINT.

2. BLACK DIAL MARKINGS AND CLOCK HANDS SHALL BE FACE T AND MS-A HANDS. ALUMINUM HEADER WITH RAISED TEXT - TEXT

1. CLOCK TOWER SHALL BE ELECTRIC TIME 2-DIAL "TERRACE" POST CLOCK, OR APPROVED EQUAL.

OWNER PRIOR TO INSTALLATION.

2. CONTRACTOR SHALL INSTALL A 30-YR ARCHITECTURAL SHINGLE MANUFACTURED BY CERTAINTEED, GAF, OWENS CORNING, TAMKO OR APPROVED EQUAL WITH MANUFACTURER'S RECOMMENDED RIDGECAP, UNDERLAYMENT, AND COLOR MATCHED DRIP EDGE. SHINGLE COLOR SHALL BE SELECTED BY

L. STAINLESS STEEL KNIFE PLATES FOR ANCHORING POSTS TO PIERS.

K. ONE COAT TWP STAIN.

J. 2X8 TONGUE & GROOVE SOUTHERN YELLOW PINE V-GROOVE ROOF DECKING.

I. 18" GABLE OVERHANGS; 24" EAVE OVERHANGS.

H. 9-12 ROOF PITCH

G. BLACK POWDER COATED STEEL STRAPPING.

F. HAMMER BEAM TIMBER TRUSS DESIGN.

E. 8'-6" POST HEIGHT.

D. 10X10 POSTS, 4X8 ARCHED BRACES, 4X8 RAFTERS WITH SCROLLED ENDS.

C. AUTHENTIC MORTISE & TENON JOINERY WITH HARDWOOD OAK PEGS.

B. EASTERN WHITE PINE TIMBER FRAME WITH FINISHED PLANED SURFACE.

CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CONNECTICUT.A. SUBMISSION OF SHOP DRAWINGS FOR THE STRUCTURE, PIERS, AND FOUNDATION

1. STRUCTURE TO BE 24' WIDE X 16' LONG ALPINE TIMBER FRAME PAVILION DESIGNED, MANUFACTURERED, AND BUILT BY THE BARN YARD, 9 VILLAGE STREET, ELLINGTON, CT 06029 OR ALTERNATE STRUCTURE APPROVED BY THE TOWN, AND SHALL INCLUDE: Civil Engineering Land Surveying

PROJ. ENGINEER

PROJ. MANAGER

OFFICE REVIEW

PROJECT DATE

OCM

KRG

KRG

REVISIONS

4/22/26

SHEET NO. OF8 9

Environmental Consulting Construction Management

3/17/26

BERLIN, CT

3144.017

I:\Projects\3100\3144.017.001 Steele Boulevard\PLOT_FARMINGTON STEELE TOD Development Plan.dgn www.bartonandloguidice.com

Fax: (860) 633-5971

Phone: (860) 633-8770

Glastonbury, CT 06033

PAVER PATTERN LAYOUT ENLARGEMENT PLAN

9. PAVERS SHALL BE INSTALLED USING STRING LINES TO ALIGN THE PAVERS EVERY 3 COURSES MINIMUM.

8. PAVER LAYOUT SHALL BE IMPLEMENTED AS SHOWN. QUESTIONS REGARDING THE LAYOUT SHALL BE DIRECTED TO THE LANDSCAPE ARCHITECT VIA THE RESIDENT ENGINEER.

BID PRICE FOR PAVER UNITS.

NEATLY IN THE SPACE BETWEEN THE EDGING, BUILDING AND OTHER EDGE MATERIALS. SLIVERS AND SMALL PIECES OF PAVERS SHOULD BE AVOIDED. THE CUTTING OF PAVERS TO FIT ACCORDINGLY SHALL BE INCLUDED IN THE

7. WHERE REQUIRED, CUT PAVERS WITH AN APPROVED CUTTER TO FIT SECURELY, NEATLY, AND WITHOUT DAMAGED EDGES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLAN THE WORK SO THAT THE PAVERS FIT

6. PAVER INSTALLER SHALL HAVE MINIMUM FIVE (5) YEARS EXPERIENCE IN PLACING BOTH PERMEABLE AND NON-PERMEABLE PAVERS.

5. INSTALL PAVERS PER THE MANUFACTURER'S SPECIFICATIONS

4. UNSTABLE OR UNCONSOLIDATED MATERIALS SHALL BE REMOVED AND DISPOSED OF AS DIRECTED BY THE LANDSCAPE ARCHITECT AND CORRECTED

3. THE CONTRACTOR SHALL PROVIDE SAMPLE MOCK-UP 75 SQ. FT. MINIMUM PAVER AREA FOR EACH PATTERN IN FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT.

2. PAVER PATTERNS: SEE THIS SHEET.

DIMENSION: 4" X 8" X 21#4""

COLOR: AS INDICATED ON ENLARGEMENT PLAN

1. CLAY PAVERS SHALL BE: PINE HALL ENGLISH EDGE, OR APPROVED EQUAL

NOTES:

COMMUNITY PARK

STEELE CENTER @ FARMINGTON AVE. TOD

Civil Engineering Land Surveying

PROJ. ENGINEER

PROJ. MANAGER

OFFICE REVIEW

PROJECT DATE

OCM

KRG

KRG

REVISIONS

4/22/26

ENLARGEMENT PLAN

SHEET NO. OF9 9

Environmental Consulting Construction Management

3/17/26

BERLIN, CT

3144.017

I:\Projects\3100\3144.017.001 Steele Boulevard\PLOT_FARMINGTON STEELE TOD Development Plan.dgn www.bartonandloguidice.com

Fax: (860) 633-5971

Phone: (860) 633-8770

Glastonbury, CT 06033

855 Winding Brook Drive

LAWN AREA

LAWN AREA

PAVILION

' F .Y

EXISTING PARKING AREA AND DRIVE TO REMAIN UNDISTURBED

CONSTRUCTION (TYP.)

REMAIN, PROTECT DURING

EXISTING LIGHT POLES TO

CONSTRUCTION (TYP.)

PROTECT DURING

EXISTING CURB TO REMAIN,

10.5

' EQ.

10.5

' EQ.

1.5'

(TYP.)

PATIO AREA

COLOR: PATHWAY FULL RANGE

PINEHALL OR APPROVED EQUAL,

COURSES)

SOLDIER COURSE PATTERN (2

PATIO PAVERS ON CONCRETE BASE,

COLOR: PATHWAY FULL RANGE

PINEHALL OR APPROVED EQUAL,

PATTERN,

BASE, 90 DEGREE HERRINGBONE

PATIO PAVERS ON CONCRETE

WITH LARGER UNIT, TYP.

THAN ONE THIRD OF FULL PIECE

REPLACE ANY CUT PIECES LESS

JOINT WIDTH BETWEEN UNITS, TYP.

REQUIRED TO MAINTAIN SPECIFIED

ALONG LONG LENGTH AS

TRIM SOLDIER COURSE UNIT

CONSECUTIVE PAVER AREA, TYP.

SHOWN ABOVE FOR EACH

REPEAT PAVER PATTERN LAYOUT

CONSECUTIVE PAVER AREA, TYP.

SHOWN ABOVE FOR EACH

REPEAT PAVER PATTERN LAYOUT

CONSECUTIVE PAVER AREA, TYP.

SHOWN ABOVE FOR EACH

REPEAT PAVER PATTERN LAYOUT

CONSECUTIVE PAVER AREA, TYP.

SHOWN ABOVE FOR EACH

REPEAT PAVER PATTERN LAYOUT

CONSECUTIVE PAVER AREA, TYP.

SHOWN ABOVE FOR EACH

REPEAT PAVER PATTERN LAYOUT

8"

16"

RANGE

COLOR: PATHWAY COCOA FULL

PINEHALL OR APPROVED EQUAL,

COURSES)

RUNNING BOND PATTERN (4

PATIO PAVERS ON CONCRETE BASE,

RANGE

COLOR: PATHWAY COCOA FULL

PINEHALL OR APPROVED EQUAL,

COURSES)

RUNNING BOND PATTERN (2

PATIO PAVERS ON CONCRETE BASE,