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Bloomfield

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MAPLE

AVE. #3

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D

LIST OF DRAWINGS

DRAWING

NUMBER DRAWING TITLE

- COVER SHEET

RP-1 REMOVAL PLAN

LOCATION MAP

(NOT TO SCALE)

TOWN OF BLOOMFIELD

(NOT TO SCALE)

GOVERNING SPECIFICATIONS AND STANDARD DETAILS:

1) CTDOT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND

INCIDENTAL CONSTRUCTION" FORM 819 DATED 2024 WITH SUPPLEMENTS JULY 2025

TOWN OF BLOOMFIELD

DEPARTMENT OF PUBLIC WORKS

MAPLE AVENUE

TRAFFIC CALMING

IN THE TOWN OF

BLOOMFIELD, CONNECTICUT

PLANS FOR

June 4, 2026

BID NO. 1171

HONORABLE ANTHONY C. HARRINGTON - MAYOR

ALVIN D. SCHWAPP, JR. - TOWN MANAGER

DANIEL CARTER - DIRECTOR OF PUBLIC WORKS

PREPARED BY:

DEPARTMENT OF PUBLIC WORKS

21 SOUTHWOOD DRIVE

BLOOMFIELD, CT 06001

(860) 243 - 1487

CHOKER 4

PROJECT LOCATION

RP-2 REMOVAL PLAN

RP-3 REMOVAL PLAN

SP-1 SITE LAYOUT PLAN

SP-2 SITE LAYOUT PLAN

SP-3 SITE LAYOUT PLAN

GP-1 GRADING PLAN

GP-2 GRADING PLAN

GP-3 GRADING PLAN

CD-1 MISCELLANEOUS DETAILS

CD-2 MISCELLANEOUS DETAILS

RAISED

INTERSECTION

CHOKER 2

CHOKER 1

CHOKER 3

LIST OF CT DOT STANDARD DETAIL SHEETS

1 PROPERTY AND TOPOGRAPHIC SURVEY

GN-1 GENERAL NOTES & LEGEND

HW-586_01

HW-586_7a

HW-586_08

CONCRETE SIDEWALK RAMPS SHEET 4 OF 11

CONCRETE SIDEWALK RAMPS SHEET 6 OF 11

CONCRETE SIDEWALK RAMPS SHEET 1 OF 11

TR-1208-02

SHEET

NO.

CATCH BASIN AND DROP LINLET TYPES "C"

AND "C-L" STRUCTURES

CATCH BASIN TYPE "C" AND "C-L" TOPS

CATCH BASIN FRAMES AND GRATES

METAL SIGN POSTS AND SIGN MOUNTING

DETAILS

HW-286_01 DRAINAGE TRENCH EXCAVATION

250.00'

S 20°36'08" W

150.00'

227.88'

S 20°36'08" W

933.35'

627.88'

N=860,743.71 E=999,725.54

66.0'

MAG NAIL

N=860,594.33 E=999,719.63

EL=125.20

577.89'

277.89' 150.00'

S 12°26'08" W

150.00'

S 12°26'08" W

1009.12'

66.0'

N=859,604.69 E=999,379.19

MAG NAIL

N=859,674.81 E=999,444.87

EL=132.08

S 09°53'26" W

397.45'

135.00'

S 09°53'26" W

300.00'

435.00'

N=861,800.96 E=1,000,078.84

N=861,878.21 E=999,999.93

MAG NAIL

N=861,839.46 E=1,000,038.45

EL=122.29

20.0'

20.0'

S 09°53'26" W

100.00' S 09°53'26" W

100.00'

S 09°53'26" W

122.69'

Δ=95°03'54" R=25.00' L=41.48' T=27.31'

Δ=84°56'06" R=25.00' L=37.06' T=22.88'

N=862,363.61 E=1,000,086.81

N=862,285.32 E=1,000,096.29

N=862,257.82 E=1,000,158.49

MAG NAIL

N=862,320.50

E=1,000,151.30

EL=122.13

S 12°37'24" W 169.56'

S 09°53'26" W

171.38'

S 09°53'26" W

100.00'

S 09°00'35" W 200.21'

320.84' 521.05'

N=862,948.12 E=1,000,275.73

N=862,910.83 E=1,000,205.36

MAG NAIL

N=862,769.91 E=1,000,230.21

EL=125.27

75 ELLINGTON AVE., ELLINGTON, CT.

FEBRUARY 5, 2025

MAPLE AVENUE

(860) 944-4678

SURVEYING SERVICES, LLC

DeltaSCALE:

DATE:

SHEET:

DWG. NO.:

PROPERTY AND TOPOGRAPHIC SURVEY

25-001JOB No.:

0' 20' 40' 60'

SCALE: 1"=20'

VOLUME 7765, PAGE 245

1"=20'

PREPARED FOR

REVISIONS:

TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS

MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON

JONATHAN TARBOX L.S. #70075

TOWN OF BLOOMFIELD

BLOOMFIELD, CONNECTICUT

LEGEND

IRON PIN FOUND

CONCRETE MONUMENT FOUND

PROPERTY/STREET LINE

WATER PIPE

INTERMEDIATE CONTOUR

INDEX CONTOUR

SANITARY SEWER

UTILITY POLE

NAD83

SURVEY NOTES:

STORM SEWER

GAS MAIN

WATER VALVE

SANITARY MANHOLE

CATCH BASIN

HYDRANT

SIGN

STORM MANHOLE

EASEMENT LINE

AutoCAD SHX Text

MB

AutoCAD SHX Text

MB

AutoCAD SHX Text 12" Maple

AutoCAD SHX Text 3x12" Magnolia

AutoCAD SHX Text

WV

AutoCAD SHX Text

SNET 3264

AutoCAD SHX Text S

AutoCAD SHX Text

SMH T.F.=123.67

AutoCAD SHX Text

CB T.F.=121.68

AutoCAD SHX Text

CB T.F.=121.67

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

LSA

AutoCAD SHX Text

LSA

AutoCAD SHX Text

LSA

AutoCAD SHX Text

126.35 +

AutoCAD SHX Text + 126.27

AutoCAD SHX Text

126.30 +

AutoCAD SHX Text

126.20 +

AutoCAD SHX Text

125.59 +

AutoCAD SHX Text + 125.48

AutoCAD SHX Text

125.50 +

AutoCAD SHX Text

MAPLE AVENUE

AutoCAD SHX Text Iron Pipe Found

AutoCAD SHX Text Iron Pin Found

AutoCAD SHX Text 0.12'

AutoCAD SHX Text 0.30'

AutoCAD SHX Text 0.32'

AutoCAD SHX Text Conc. Mon. Found

AutoCAD SHX Text 0.15'

AutoCAD SHX Text 0.22'

AutoCAD SHX Text

N/F LAURIE JULIAN VOL. 858, PAGE 238 #43 MAPLE AVENUE

AutoCAD SHX Text

N/F BARBARA HUTTINGER VOL. 2201, PAGE 319 #41 MAPLE AVENUE

AutoCAD SHX Text

N/F GUY L BROWN EST. VOL. 327, PAGE 826 #39 MAPLE AVENUE

AutoCAD SHX Text

N/F CIGNA HEALTH & LIFE INS CO. VOL. 2210, PAGE 301 #42 MAPLE AVENUE

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AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

SNET 2762

AutoCAD SHX Text S

AutoCAD SHX Text

SNET 2763

AutoCAD SHX Text

SNET 2764

AutoCAD SHX Text 2x24" Oak

AutoCAD SHX Text 12" Maple

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Bit. Apron

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

LSA

AutoCAD SHX Text

MB

AutoCAD SHX Text

MAPLE AVENUE

AutoCAD SHX Text

CB T.F.=132.12

AutoCAD SHX Text

CB T.F.=132.12

AutoCAD SHX Text

SMH T.F.=132.01

AutoCAD SHX Text

CB T.F.=131.43

AutoCAD SHX Text

132.69 +

AutoCAD SHX Text + 132.59

AutoCAD SHX Text

132.92 +

AutoCAD SHX Text

132.39 +

AutoCAD SHX Text

131.36 +

AutoCAD SHX Text

131.61 +

AutoCAD SHX Text + 131.22

AutoCAD SHX Text Conc. Mon. Found-2' Offset

AutoCAD SHX Text 0.51'

AutoCAD SHX Text

N/F NICOLE A. HIGGINS VOL. 1829, PAGE 185 #55 MAPLE AVENUE

AutoCAD SHX Text

N/F RHONDA L. MODEST VOL. 1714, PAGE 80 #57 MAPLE AVENUE

AutoCAD SHX Text

GILLETTE RIDGE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

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AutoCAD SHX Text W

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AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

MB

AutoCAD SHX Text

AT&T 1565

AutoCAD SHX Text

AT&T 2754

AutoCAD SHX Text

WV

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text 10" Spruce

AutoCAD SHX Text Hemlock Hedge

AutoCAD SHX Text 10" Cherry

AutoCAD SHX Text 10" Spruce

AutoCAD SHX Text 12" Maple

AutoCAD SHX Text 6" Maple

AutoCAD SHX Text 12" Maple

AutoCAD SHX Text

SMH T.F.=122.24

AutoCAD SHX Text

CB T.F.=121.76

AutoCAD SHX Text

CB T.F.=121.83

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Conc. Walk

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

LSA

AutoCAD SHX Text

LSA

AutoCAD SHX Text

123.26 +

AutoCAD SHX Text + 123.09

AutoCAD SHX Text

123.02 +

AutoCAD SHX Text

123.16 +

AutoCAD SHX Text + 123.09

AutoCAD SHX Text + 122.26

AutoCAD SHX Text

122.72 +

AutoCAD SHX Text

122.40 +

AutoCAD SHX Text + 122.05

AutoCAD SHX Text

122.30 +

AutoCAD SHX Text + 121.94

AutoCAD SHX Text + 121.37

AutoCAD SHX Text

MAPLE AVENUE

AutoCAD SHX Text Iron Pin Found

AutoCAD SHX Text 0.23'

AutoCAD SHX Text 0.31'

AutoCAD SHX Text Conc. Mon. Found

AutoCAD SHX Text 0.52'

AutoCAD SHX Text 0.28'

AutoCAD SHX Text Iron Pin Found

AutoCAD SHX Text

N/F IRINA SCHUH VOL. 2187, PAGE 57 #61 MAPLE AVENUE

AutoCAD SHX Text

N/F NATALIE B. MCKEOWN VOL. 1782, PAGE 100 #1 MALLARD DRIVE

AutoCAD SHX Text

N/F WINTONBURY BAPTIST CHURCH VOL. 88, PAGE 460 #54 MAPLE AVENUE

AutoCAD SHX Text

N/F WINTONBURY BAPTIST CHURCH VOL. 649, PAGE 115 #24 MAPLE AVENUE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

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AutoCAD SHX Text W

AutoCAD SHX Text W

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AutoCAD SHX Text W

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AutoCAD SHX Text W

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AutoCAD SHX Text W

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AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

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AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

SANITARY SEWER EASEMENT

AutoCAD SHX Text

SANITARY SEWER EASEMENT

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text W

AutoCAD SHX Text White Birch Cluster

AutoCAD SHX Text 15" Maple

AutoCAD SHX Text 4x18" Maple

AutoCAD SHX Text

SNET 3383

AutoCAD SHX Text

SNET 1561

AutoCAD SHX Text

SNET 3358

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

MB

AutoCAD SHX Text

WV

AutoCAD SHX Text

CB T.F.=121.64

AutoCAD SHX Text

CB T.F.=121.06

AutoCAD SHX Text

CB T.F.=121.32

AutoCAD SHX Text

SMH T.F.=122.05

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

BCLC

AutoCAD SHX Text

LSA

AutoCAD SHX Text

121.34 +

AutoCAD SHX Text + 121.36

AutoCAD SHX Text

121.45 +

AutoCAD SHX Text

WMH T.F.=121.39

AutoCAD SHX Text + 121.75

AutoCAD SHX Text

121.74 +

AutoCAD SHX Text + 121.88

AutoCAD SHX Text

SMH T.F.=121.95

AutoCAD SHX Text

SMH T.F.=121.95

AutoCAD SHX Text + 122.28

AutoCAD SHX Text

122.07 +

AutoCAD SHX Text + 122.12

AutoCAD SHX Text + 122.32

AutoCAD SHX Text

122.21 +

AutoCAD SHX Text

MAPLE AVENUE

AutoCAD SHX Text

SANDPIPER DRIVE

AutoCAD SHX Text

122.13 +

AutoCAD SHX Text Conc. Mon. Found

AutoCAD SHX Text 0.36'

AutoCAD SHX Text 0.10'

AutoCAD SHX Text 0.32'

AutoCAD SHX Text 0.43'

AutoCAD SHX Text 0.89'

AutoCAD SHX Text Conc. Mon. Found-2' Offset

AutoCAD SHX Text Conc. Mon. Found

AutoCAD SHX Text Conc. Mon. Found

AutoCAD SHX Text

N/F KEYLA DIETRICH VOL. 2209, PAGE 203 #18 MAPLE AVENUE

AutoCAD SHX Text

N/F DARRELL BROWN VOL. 2192, PAGE 233 #14 MAPLE AVENUE

AutoCAD SHX Text N/F SHIRLEY M HORENSTEIN TESTAMENTARY TRUST VOL. 1466, PAGE 37 #1 SANDPIPER DRIVE

AutoCAD SHX Text

N/F ERICA SOPHIA CLARKE VOL. 1895, PAGE 138 #2 SANDPIPER DRIVE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text W

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AutoCAD SHX Text 24" Spruce

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MB

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SNET 1559

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SNET 2996

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CB T.F.=126.19

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CB T.F.=121.32

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CB T.F.=121.06

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CB T.F.=121.06

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CB T.F.=126.34

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BCLC

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BCLC

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MAPLE AVENUE

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N/F MICHAEL S. RILEY VOL. 313, PAGE 745 #8 MAPLE AVENUE

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N/F STACEY B. TWILLIE VOL. 1934, PAGE 319 #4 MAPLE AVENUE

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N/F KAREL DLUGOKINSKI VOL. 2148, PAGE 154 #3 MAPLE AVENUE

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N/F PAUL G CARDOSO VOL. 2238, PAGE 3 #5 MAPLE AVENUE

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N/F SILVIJA ISAKU VOL. 2059, PAGE 329 #7 MAPLE AVENUE

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1. THIS SURVEY AND MAP WERE PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A PROPERTY AND TOPOGRAPHIC SURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND TOPOGRAPHIC ACCURACY CLASS T-2. IT IS INTENDED TO DEPICT THE DEED LINES, LINES OF OCCUPATION, EASEMENTS AND ENCROACHMENTS AFFECTING THE PROPERTY. THE PROPERTY/BOUNDARY DETERMINATION OPINION PRESENTED HEREON IS BASED ON A RESURVEY. 2. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS ENTITLED: A. "STREET LINE MAP PROPOSED REVISION TO RELOCATION OF STREET LINE - MAPLE AVENUE STA 34+0 TO MOUNTAIN AVENUE" PREPARED BY TOWN OF BLOOMFIELD ENGINEERING DEPARTMENT, SCALE 1"=40', ADOPTED ON SEPTEMBER 26, 1963. PLAN RECEIVED FROM BLOOMFIELD ENGINEERING DEPARTMENT. B. "MAPLEWOOD SECTION ONE PROPERTY OF CHARLES SCHNIER DEVELOPMENT CO MAPLE AVENUE - BURR ROAD BLOOMFIELD CONNECTICUT" PREPARED BY CLOSE, JENSEN & MILLER, SCALE 1"=100' AND DATED MARCH 1967. BLOOMFIELD LAND RECORDS (BLR) #1607. C. "GOLF ESTATES OWNER & SUBDIVIDER THE MOUNT SINAI HOSPITAL BLOOMFIELD, CONN." PREPARED BY IGOR VECHESLOFF, SCALE 1"=40' AND DATED 3-1-76. BLR #1951. D. "TOWN OF BLOOMFIELD PLAN FOR THE RECONSTRUCTION OF MAPLE AVENUEHALL BOULEVARD (ROUTE 218) TO MOUNTAIN AVENUE (ROUTE 178) BLOOMFIELD" PREPARED BY F.A. HESKETH & ASSOCIATES, INC., FILED DATE 12/29/97. PLAN RECEIVED FROM BLOOMFIELD ENGINEERING DEPARTMENT. E. "WETLAND PERMIT APPLICATION PLAN FOR GILLETTE RIDGE NORTH SUBDIVISION PLAN PREPARED FOR GILLETTE RIDGE NORTH 900 COTTAGE GROVE ROAD BLOOMFIELD, CONNECTICUT" PREPARED BY F.A. HESKETH & ASSOCIATES, INC.,, SCALE 1"=100', DATED 05-30-02 AND REVISED LAST ON 09-09-02. BLR #3808. F. "ASBUILT PLAN PREPARED FOR 2 MAPLE LLC 2A-LOT 1065 AND 2C-LOT 1066 MAPLE AVENUE BLOOMFIELD CONNECTICUT" PREPARED BY NERIANI LAND SURVEYING, LLC, SCALE 1"=20' AND DATED FEBRUARY 18, 2024. PLAN RECEIVED FROM BLOOMFIELD ENGINEERING DEPARTMENT. 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 4. BEARINGS ARE BASED ON NAD83. ELEVATIONS ARE BASED ON NAVD88.

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WV

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G

LEGEND (PROPOSED)

D

E

T

W

WV

GV

E

STORM DRAINAGE MANHOLE

ELECTRICAL MANHOLE

TELEPHONE MANHOLE

WATER MANHOLE

WATER VALVE

GAS VALVE

TYPE 'C' CATCH BASIN

TYPE 'CL' CATCH BASIN

HYDRANT

YARD DRAIN

MISCELLANEOUS MANHOLE

ELECTRICAL BOX

P

UTILITY POLE W/ GUY WIRE

SIGNS

POST

TREES

SHRUBS

SOIL PROBE

MONITORING WELL

TEST PIT

POLE MOUNTED LIGHT FIXTURE

S

SANITARY SEWER MANHOLE

Tx

PAD MOUNTED TRANSFORMER

HAND HOLE

SOIL BORING

T

D

E

OE

FM

S

TELEPHONE/COMMUNICATIONS

STORM DRAINAGE

UNDERGROUND ELECTRIC

OVERHEAD ELECTRIC

SANITARY SEWER FORCE MAIN

SANITARY SEWER

WATER

EXISTING PIPE TO BE REMOVED

EXISTING PIPE TO BE ABANDONED

LUMINAIRE ON STANDARD

CURB

EDGE OF PAVEMENT (EOP)

PROPERTY LINE

EASEMENT LINE

TREE/VEGETATION LINE

21.25

TC21.25

BC20.75

MAJOR CONTOUR

MINOR CONTOUR

SPOT ELEVATION

TOP/BOTTOM OF CURB ELEVATION

CHAIN LINK FENCE

24" RCP

PIPES

FLEXIBLE DELINEATOR POST

TIMBER BARRIER RAIL

METAL BEAM GUIDE RAIL

GEOTEXTILE SILT FENCE

SEDIMENT CONTROL AT CATCH BASIN

LIMIT OF BITUMINOUS CONCRETE WALK

LIMIT OF TURF ESTABLISHMENT

STONE BED

EXISTING SITE FEATURE TO BE REMOVED

EXISTING SITE FEATURE TO BE ABANDONED

GRADE TO DRAIN

D PORTABLE DUMPSTER CONTAINER

S

T

W

GV

WV

RIPRAP

CONCRETE

(NOT ALL SYMBOLS MAY BE USED)

BIT. CONCRETE PAVEMENT MILL &

OVERLAY

BIT. CONCRETE APRON

NATURAL GAS

Sheet ID:

Sheet No.:

Design by:

Review by:

Scale:

Date:

DL

RT

JUNE 2026

Maple Avenue Traffic Calming

Town of Bloomfield Engineering Department 800 Bloomfield Avenue Bloomfield, CT 06002 Tel. (860) 769-3524 rev. # rev. date description rev. by Use Disclaimer:

This sheet is part of a set of drawings for the named project. Any use of this sheet apart from this set or out of the context of the named project is at the responsibility and risk of the user.

Not To Scale

General Notes & Legend

GN-1

1. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. PRIOR TO

CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER

IMMEDIATELY IF THERE ARE ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND/OR

THE FIELD CONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE MADE. THE CONTRACTOR

SHALL NOT PROCEED WITH SUCH WORK UNTIL THE ENGINEER/TOWN HAS BEEN CONTACTED FOR

CLARIFICATION AND PROPER DIRECTION.

2. THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE

MANNER ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE ENGINEER. THE

CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE

COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES

WHICH MIGHT OCCUR DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE

ANY AND ALL UNDERGROUND UTILITIES.

3. THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" LOCATING SERVICE AT

1-800-922-4455 AT LEAST SEVENTY TWO (72) HOURS PRIOR TO THE START OF

CONSTRUCTION IN ORDER TO HAVE ALL UTILITIES LOCATED AND MARKED.

4. ALL UTILITY WORK SHALL BE DONE IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S

REQUIREMENTS AND STANDARDS. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE

UTILITY RELATED WORK WITH THE RESPECTIVE UTILITY COMPANY.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EXISTING SURVEY MONUMENTS WHICH

ARE DISTURBED OR DESTROYED BY CONSTRUCTION OPERATIONS. PERFORM THE WORK TO

PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE.

6. ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.

7. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.

8. ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE SHALL BE COVERED WITH TURF

ESTABLISHMENT OR AS INDICATED ON THE PLANS. THE PERMANENT SEED MIX FOR TURF

ESTABLISHMENT IS AS FOLLOWS:

NAME MINIMUM PROPORTION BY WEIGHT

KENTUCKY BLUEGRASS 75%

PERENNIAL RYE GRASS 25%

9. ANY AND ALL EXISTING SEWERS, DRAINS, AND/OR UTILITIES ENCOUNTERED OR DAMAGED DURING

CONSTRUCTION SHALL BE RECONNECTED TO OPERATING SEWERS, DRAINS, AND/OR UTILITIES AS

DIRECTED BY THE ENGINEER/ OWNER AT NO ADDITIONAL COST TO OWNER.

10. CONTRACTOR SHALL RELOCATE, REMOVE, AND/OR OTHERWISE MODIFY ANY EXISTING UTILITIES

ENCOUNTERED DURING CONSTRUCTION AS REQUIRED TO AVOID CONFLICTS WITH THE PROPOSED

WORK AS DIRECTED BY ENGINEER/ OWNER AT NO ADDITIONAL COST TO OWNER.

11. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY CONTRACTOR AS

DIRECTED BY ENGINEER/OWNER AT NO ADDITIONAL COST TO OWNER.

12. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION PRIOR TO APPROVAL FOR BACKFILL, IN

ACCORDANCE WITH THE APPROPRIATE UTILITY COMPANY, THE TOWN OF BLOOMFIELD, AND/OR

STATE OF CONNECTICUT REQUIREMENTS.

13. NO STUMPS OR UNSUITABLE MATERIAL SHALL BE BURIED ON SITE.

1. CONTRACTOR SHALL DEMOLISH AND REMOVE ANY AND ALL ITEMS AS REQUIRED TO CONSTRUCT

WORK AT NO ADDITIONAL COST TO THE OWNER.

2. DEMOLITION AND/OR ABANDONMENT OF EXISTING UTILITIES SHALL BE PERFORMED IN

ACCORDANCE WITH RESPECTIVE UTILITY COMPANY'S REQUIREMENTS AND STANDARDS.

CONTRACTOR SHALL COORDINATE DEMOLITION AND/OR ABANDONMENT WITH UTILITY COMPANIES

PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL PROPERLY ABANDON AND/OR DEMOLISH AND REMOVE ANY AND ALL

UNEXPECTED UTILITIES DISCOVERED DURING CONSTRUCTION AS APPROVED BY THE ENGINEER

AT NO ADDITIONAL COST TO THE OWNER.

4. EXCAVATION OPERATIONS SHALL BE EXECUTED CAREFULLY AT ALL LOCATIONS ADJACENT TO

EXISTING UNDERGROUND UTILITIES AND VAULTS. PROTECTION OF EXISTING UTILITIES, SIGNS, STRUCTURES, ETC. WITHIN THE WORK LIMIT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR. ALL WORK SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANIES.

5. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL

CONDITION OR AS INDICATED ON THE PLANS.

6. ANY DAMAGE TO EXISTING PAVEMENT, CURBS, SIDEWALKS, STRUCTURES OR ANY OTHER

APPURTENANCES SHALL BE REPLACED (IN-KIND OR BETTER) BY THE CONTRACTOR AS

DIRECTED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE. SAW-CUT DAMAGED SECTIONS

BACK TO THE NEAREST JOINT WHERE APPROPRIATE AND MATCH EXISTING MATERIALS,

THICKNESS, AND PATTERNS.

7. CONTRACTOR SHALL SAW-CUT BITUMINOUS AND CONCRETE SURFACES AT LIMITS OF

DEMOLITION AS REQUIRED TO ACHIEVE A SMOOTH TRANSITION BETWEEN EXISTING SURFACES

(TO REMAIN) AND NEW SURFACES. APPLY/INSTALL TACK COATS AND EXPANSION JOINTS AS

REQUIRED. ANY EXISTING SURFACES DIRECTLY ADJACENT TO THE LIMIT OF DEMOLITION, NOT

PREVIOUSLY DAMAGED OR DETERIORATED AND DAMAGED BY CONTRACTOR SHALL BE REPLACED

AT NO ADDITIONAL COST TO THE OWNER.

8. CONTRACTOR TO COORDINATE ALL WORK WITH TOWN OF BLOOMFIELD AND FOLLOW SAFETY

PROCEDURES RECOMMENDED IN MATERIAL SAFETY DATA SHEETS (MSDS), AS APPLICABLE.

ABBREVIATIONS

ABND ABANDONED

AM AIR MAIN

ACCMP ASPHALT COATED CORRUGATED METAL

PIPE

APPROX. APPROXIMATE

BC BOTTOM OF CURB

BCLC BITUMINOUS CONCRETE LIP CURB

BOT BOTTOM

BIT. BITUMINOUS

BL BASELINE

BM BENCHMARK

BO BLOW OFF

BOW BOTTOM OF WALL

℄ CENTER LINE

CW CITY WATER

C-CB TYPE "C" CATCH BASIN

CL-CB TYPE "C-L" CATCH BASIN

CI CAST IRON

CIP CAST IRON PIPE

CLF CHAIN LINK FENCE

CMU CONCRETE MASONRY UNIT

C.O. CLEAN OUT

CONC. CONCRETE

CPP CORRUGATED PLASTIC PIPE

DI DUCTILE IRON

DIP DUCTILE IRON PIPE

DEG DEGREES

DIA DIAMETER

DMH DRAINAGE MANHOLE

DR DRAIN LINE

DW DOMESTIC WATER

ELEC ELECTRICAL

EL ELEVATION

EMH ELECTRICAL MANHOLE

EOP EDGE OF PAVEMENT

EX. EXISTING

EXIST. EXISTING

FE FLARED END

F.D. FLOOR DRAIN

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FLR FLOOR

FRP FIBERGLASS REINFORCED PLASTIC

G GAS

GM GAS METER

GTD GRADE TO DRAIN

HC HANDICAP

HDPE HIGH DENSITY POLYETHYLENE

HDS HYDRODYNAMIC SEPARATOR STRUCTURE

HH HANDHOLE

HP HIGH POINT

HYD HYDRANT

ID INSIDE DIAMETER

IE INVERT ELEVATION

INV INVERT

KVE ELECTRIC CABLE

LP LOW POINT

MH MANHOLE

NTS NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

PB PULL BOX

⅊ PROPERTY LINE

PVMT PAVEMENT

PCCP PRESTRESSED CONCRETE CYLINDRICAL

PIPE

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

R RADIUS

RD ROOF DRAINAGE

RWL RAIN WATER LEADER

S PIPE SLOPE

SAN SANITARY

SD STORM DRAIN

SHT DRAWING NO. SHEET

SMH SANITARY MANHOLE

SPCP STORMWATER POLLUTION CONTROL PLAN

STM STORM

SW SERVICE WATER

TC TOP OF CURB

TEMP. TEMPORARY

TEL. TELEPHONE

TF TOP OF FRAME

TMH TELEPHONE/COMMUNICATIONS MANHOLE

TOG TOP OF GRATE

TOS TOP OF SLAB

TOW TOP OF WALL

TYP. TYPICAL

UD UNDERDRAIN

UKWN UNKNOWN

VC VITRIFIED CLAY

VIF VERIFY IN FIELD

W WATER

WM WATER METER

WMH WATER MANHOLE

WS WATER STOP

WV WATER VALVE

YD YARD DRAIN

(NOT ALL ABBREVIATIONS MAY BE USED)

GENERAL NOTES

GENERAL DEMOLITION NOTES

W

DETECTABLE WARNING PANEL

SNET

S

SNET

SNET

2x24" Oak

12" Maple

B i t

D r i v e

B i t

D r i v e

Bit.

Apro nBCLC

BCLC

BCLC

BCLC

LSA

MB

M

A

P

A

V

E

N

U

E

CB

T.F.=132.12

CB

T.F.=132.12

SMH

T.F.=132.01

CB

T.F.=131.43

Conc. Mon.

Found-2' Offset

0.

N/F

NIC

OLE

A. H

IGGIN

S

VOL.

9, P

AGE

#55

MAP

LE A

VENU

E

N/F

RH

OND

A L.

MO

DEST

VOL.

4, P

AGE

#57

MAP

LE A

VENU

E

GILL

ETTE

RID

GE

D

D

D

D

D

D

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

PROTECT UTILITY POLE

DURING CONSTRUCTION

DO NOT DISTURB TREE

SAWCUT PAVEMENT

REMOVE BIT. CONC. APRON

LIMIT OF SAWCUT PAVEMENT

REMOVE BIT CONCRETE

PAVEMENT

ERADICATE PAINTED FOG LINE

PAVEMENT MARKINGS (TYP.)

REMOVE BIT. CONC. CURB

WITHIN LIMITS OF

PAVEMENT REMOVAL

DO NOT DISTURB TREE

MB

MB

12" Maple

3x12"

Magnolia

WV

SNET

S

SMH

T.F.=123.67

CB

T.F.=121.68

CB

T.F.=121.67

B i t r i v e

B i i v e

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

LSA

LSA

L

S

A

A

P

E

N

U

E

Iron Pipe

Found

Iron Pin

Found

Conc. Mon.

Found

N/F

LA

URIE

JUL

IAN

VOL.

, PA

GE 2

#43

MAP

LE A

VENU

E

N/F

BA

RBA

RA H

UTTI

NGER

VOL.

1, P

AGE

#41

MAP

LE A

VENU

E

N/F

G

UY L

BRO

WN

EST.

VOL.

, PA

GE 8

#39

MAP

LE A

VENU

E

N/F

CIGN

A H

EALT

H &

LIFE

INS

CO.

VOL.

0, P

AGE

#42

MAP

LE A

VENU

E

S

W

E

R

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

REMOVE & SALVAGE

SIGN FOR REUSE

SAWCUT PAVEMENT

REMOVE AND SALVAGE

MAILBOX FOR RE-USE

PROTECT MAILBOX

DURING CONSTRUCTION

SAWCUT PAVEMENT

REMOVE BIT. CONC. CURB

WITHIN LIMITS OF

PAVEMENT REMOVAL

REMOVE BITUMINOUS

CONCRETE

REMOVE BITUMINOUS

CONCRETE

CLEARING LINE

REMOVE TREE

INSTALL SILT FENCE

Removal Plan Chokers 1 & 2

Sheet ID:

Sheet No.:

Design by:

Review by:

Scale:

Date:

DL

RT

1" = 20'

JUNE 2026

Maple Avenue Traffic Calming

Town of Bloomfield Engineering Department 800 Bloomfield Avenue Bloomfield, CT 06002 Tel. (860) 769-3524 rev. # rev. date description rev. by Use Disclaimer:

This sheet is part of a set of drawings for the named project. Any use of this sheet apart from this set or out of the context of the named project is at the responsibility and risk of the user.

RP-1

RP-1

TRAFFIC CALMING CHOKER 2: 41-43 MAPLE AVENUE

RP-1

TRAFFIC CALMING CHOKER 1: 55 - 57 MAPLE AVENUE

MB

AT&T

AT&T

WV

W

S

10" Spruce

H e m lo c k

H e d g e

10" Cherry

10" Spruce

12" Maple

6" Maple

12" Maple

SMH

T.F.=122.24

CB

T.F.=121.76

CB

T.F.=121.83

B i i v e

B i i v e

B i i v e

C o n

W a l k

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

L

S

A

L

S

A

M

A

P

E

N

U

E

Iron Pin

Found

Conc. Mon.

Found

Iron Pin

Found

N/F

IRINA

SCH

UH

VOL.

7, P

AGE

#61

MAP

LE A

VENU

E

N/F

NATA

LIE

B. M

CKEO

WN

VOL.

2, P

AGE

#1 M

ALLA

RD D

RIVE

N/F

WINT

ONB

URY

BAP

TIST

CHU

RCH

VOL.

88, PAG

E 46

#54

MAP

LE A

VENU

E

N/F

WINT

ONB

URY

BAP

TIST

CHU

RCH

VOL.

, PA

GE 1

#24

MAP

LE A

VENU

E

W

E

R

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SANITARY SEWER

EASEMENT

20.0'

SANITARY SEWER

EASEMENT

20.0'

REMOVE BIT CONCRETE

PAVEMENT

SAWCUT PAVEMENT

SAWCUT PAVEMENT

REMOVE CONC. WALK

REMOVE BIT.

CONC. APRON

SILT SACK

(TYP. OF 2)

REMOVE BIT. CONC. CURB

WITHIN LIMITS OF

PAVEMENT REMOVAL

REMOVE TREE

REMOVE TREE

12" Maple

(Dead)

10" Oak

15" Maple

15" Maple

24" Maple

24" Spruce

24" Spruce

24" Spruce

18" Ash

(Dead)

MB

SNET

Frontier

Frontier

Frontier

SNET

CB

T.F.=126.19

CB

T.F.=121.32

CB

T.F.=121.06

CB

T.F.=121.06

CB

T.F.=126.03

CB

T.F.=126.34

B i t

A p r o n

B i t

A p r o n

B i t

A p r o n

B i t

A p r o n

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

A

P

E

N

U

E

Iron Pin

Found

Iron Pin

Found

N/F

MI

CHA

EL S

. RIL

EY

VOL.

, PA

GE 7

#8 M

APLE

AVE

NUE

N/F

STAC

EY B

. TW

ILLIE

VOL.

4, P

AGE

#4 M

APLE

AVE

NUE

N/F

KAR

EL D

LUGO

KINS

KI

VOL.

8, P

AGE

#3 M

APLE

AVE

NUE

N/F

PAU

L G

CAR

DOS

O

VOL.

8, P

AGE

#5 M

APLE

AVE

NUE

N/F

SILV

IJA

ISAK

U

VOL.

9, P

AGE

#7 M

APLE

AVE

NUE

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SILT SACK (TYP. OF 2)

REMOVE AND SALVAGE

MAILBOX FOR REUSE

REMOVE BIT. CONC.

APRON (TYP.)

REMOVE TREE

REMOVE TREE

SAWCUT PAVEMENT

SAWCUT PAVEMENT

REMOVE BIT. CONC.

PAVEMENT (TYP.)

REMOVE BIT. CONC. CURB

WITHIN LIMITS OF

PAVEMENT REMOVAL

REMOVE TREE

REMOVE BIT. CONC.

APRON (TYP.)

Sheet ID:

Sheet No.:

Design by:

Review by:

Scale:

Date:

DL

RT

1" = 20'

JUNE 2026

Maple Avenue Traffic Calming

Town of Bloomfield Engineering Department 800 Bloomfield Avenue Bloomfield, CT 06002 Tel. (860) 769-3524 rev. # rev. date description rev. by Use Disclaimer:

This sheet is part of a set of drawings for the named project. Any use of this sheet apart from this set or out of the context of the named project is at the responsibility and risk of the user.

Removal Plan Chokers 3 & 4

RP-2

RP-2

TRAFFIC CALMING CHOKER 4: 3-7 MAPLE AVENUE

RP-2

TRAFFIC CALMING CHOKER 3: 1 MALLARD DRIVE & 54-61 MAPLE AVENUE

WV

WV

WV

W

White Birch

Cluster

15" Maple

4x18"

Maple

SNET

SNET

SNET

S

S

S

MB

WV

CB

T.F.=121.64

INV=117.34

CB

T.F.=121.06

INV=118.20 N

117.89 S

SMH

T.F.=122.05

B i i v e

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

L

S

A

WMH

T.F.=121.39

SMH

T.F.=121.95

A

P

E

N

U

E

S

A

N

D

P

I

P

I

Conc. Mon.

Found

Conc. Mon.

Found-2' Offset

Conc. Mon.

Found

Conc. Mon.

Found

N/

F

KE

YL

A

DIE

TR

ICH

VO

L.

, P

AG

E

#1

MA

PL

E

AV

EN

UE

N/

F

D

AR

RE

LL

B

RO

WN

VO

L.

, P

AG

E

#1

MA

PL

E

AV

EN

UE

N/

SH

IRL

EY

M

H

OR

EN

ST

EIN

TE

ST

AM

EN

TA

RY

T

RU

ST

VO

L.

, P

AG

E

#1

S

AN

DP

IPE

R

DR

IVE

N/

F

ER

ICA

S

OP

HIA

C

LA

RK

E

VO

L.

, P

AG

E

#2

S

AN

DP

IPE

R

DR

IVE

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

CB

T.F.=121.32

INV=118.24

SMH

P

P

X

C

M

P

P

SAWCUT PAVEMENT

MILLING OF BITUMINOUS CONCRETE

PER RAISED INTERSECTION DETAIL

SAWCUT

DRIVEWAY

REMOVE BITUMINOUS

CONCRETE CURB

WITHIN SITE WORK

AREA

REMOVE BITUMINOUS

CONCRETE CURB

WITHIN SITE WORK

AREA

SAWCUT PAVEMENT

REMOVE EXISTING PAVEMENT

(PAID AS EARTH EXCAVATION)

REMOVE EXISTING PAVEMENT

(PAID AS EARTH EXCAVATION)

REMOVE EXISTING PAVEMENT

(PAID AS EARTH EXCAVATION)

REMOVE BITUMINOUS

CONCRETE CURB

WITHIN SITE WORK

AREA

Sheet ID:

Sheet No.:

Design by:

Review by:

Scale:

Date:

DL

RT

JUNE 2026

Maple Avenue Traffic Calming

Town of Bloomfield Engineering Department 800 Bloomfield Avenue Bloomfield, CT 06002 Tel. (860) 769-3524 rev. # rev. date description rev. by Use Disclaimer:

This sheet is part of a set of drawings for the named project. Any use of this sheet apart from this set or out of the context of the named project is at the responsibility and risk of the user.

RP-3

Removal Plan Maple Ave &

Sandpiper Dr1" = 10'

LAWN

.1

.0

T

Y

P

T

Y

P

TA

P

LE

N

G

TH

LA

TR

IP

IN

(T

Y

P

T

Y

P

TA

P

LE

G

TH

LA

TR

IP

IN

(T

Y

P

T

Y

P

D

SNET

S

SNET

SNET

2x24" Oak

12" Maple

B i t

D r i v e

B i t

D r i v e

BCLC

MB

M

A

P

E

N

U

E

CB

T.F.=132.12

CB

T.F.=132.12

SMH

T.F.=132.01

CB

T.F.=131.43

Conc. Mon.

Found-2' Offset

0.

N/F

NIC

OLE

A. H

IGGIN

S

VOL.

9, P

AGE

#55

MAP

LE A

VENU

E

N/F

RH

OND

A L.

MO

DEST

VOL.

4, P

AGE

#57

MAP

LE A

VENU

E

GILL

ETTE

RID

GE

D

D

D

D

D

D

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

4" YELLOW LINE

PAVEMENT MARKING

(MATCH TO EX.)

R70'

R70'

R1.5'

R70'

R303'

R315'

R70'

R303'

R315'

R1.5'

MOUNTABLE

CONC. CURB

STREET SIDEWALK

4" WHITE LINE

PAVEMENT MARKING

(MATCH TO EX.)

4" WHITE LINE

PAVEMENT MARKING

(MATCH TO EX.)

CONC. SIDEWALK

RAMP TYPE 10a

WITH DETECTABLE

WARNING PANEL

(TYP. OF 4)

R15'

BIT. CONC. SIDEWALK (TYP.)

PAVEMENT RESTORATION PER ROAD

SECTION DETAIL

CONC.

CURB

WHITE FLEX DELINEATOR (TYP. OF 14)

R25'

R25'

R15'

TYPE C CATCH BASIN TOP

TYPE C CATCH BASIN TOP

TYPE CL CATCH BASIN TOP

YELLOW FLEX DELINEATOR

(TYPE OF 8)

CONC.

CURB

0'

"NEW TRAFFIC PATTERN AHEAD"

36"X36" SIGN (CT DOT 80-9933)

(CONTRACTOR TO CONFIRM

LOCATION IN FIELD WITH TOWN

PRIOR TO INSTALLATION)

INSTALL SIGN R4-11

"BICYCLES MAY USE FULL

LANE"

INSTALL SIGN R4-11

"BICYCLES MAY USE FULL LANE"

4" YELLOW LINE HATCH PAVEMENT MARKING (TYP)

4" WHITE LINE

PAVEMENT MARKING

4" WHITE LINE

PAVEMENT MARKING

INSTALL R4-7 CTDOT 31-1526 AT

END OF TRAFFIC ISLAND (TYP. OF 2)

BIT. CONC. RAMP (PAID AS

BIT CONC. SIDEWALK, TYP.)

radius= 25 feet

T

Y

P

T

Y

P

T

Y

P

T

Y

P

MB

MB

12" Maple

3x12"

Magnolia

WV

SNET

S

SMH

T.F.=123.67

CB

T.F.=121.68

CB

T.F.=121.67

B i i v e

B i i v e

B

C

L

C

B

C

L

C

B

C

L

C

LSA

LSA

L

S

A

M

A

P

E

N

U

E

Iron Pipe

Found

Iron Pin

Found

Conc. Mon.

Found

N/F

LA

URIE

JUL

IAN

VOL.

, PA

GE 2

#43

MAP

LE A

VENU

E

N/F

BA

RBA

RA H

UTTI

NGER

VOL.

1, P

AGE

#41

MAP

LE A

VENU

E

N/F

G

UY L

BRO

WN

EST.

VOL.

, PA

GE 8

#39

MAP

LE A

VENU

E

N/F

CIGN

A H

EALT

H &

LIFE

INS

CO.

VOL.

0, P

AGE

#42

MAP

LE A

VENU

E

W

E

R

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

4" YELLOW LINE PAVEMENT

MARKING (MATCH TO EX.)

R70'

R70'

R1.5'

R70'

R303'

R315'

R70'

R303'

R315'

WHITE FLEX

DELINEATOR

(TYP. OF 12)

R1.5'

MOUNTABLE

CONC. CURB

STOP SIGN AHEAD SIGN

4" WHITE LINE PAVEMENT

MARKING (MATCH TO EX.)

CONC. CURB

(MATCH TO EX.)

BIT. CONC. SIDEWALK (TYP.)

CONC. CURB

CONC. CURB

(MATCH TO EX.)

MAILBOX

(SALVAGED

FOR REUSE)

4" WHITE LINE PAVEMENT

MARKING (MATCH TO EX.)

PAVEMENT RESTORATION PER

ROAD SECTION DETAIL

CONC. SIDEWALK RAMP TYPE 10a WITH DETECTABLE

WARNING PANEL(TYP. OF 4)

R10'

R18'

R10'

4" SOLID YELLOW

EPOXY RESIN

PAVEMENT

MARKINGS (TYP.

OF 2)

YELLOW FLEX DELINEATOR

(TYPE OF 8)

CONC. CURB (MATCH TO EX.)

INSTALL SIGN R4-11

"BICYCLES MAY USE

FULL LANE"

INSTALL R4-7 CTDOT 31-1526 AT

END OF TRAFFIC ISLAND (TYP. OF 2)

CONCRETE SIDEWALK

INSTALL SIGN R4-11

"BICYCLES MAY USE

FULL LANE"

BIT. CONC. RAMP (PAID AS

BIT CONC. SIDEWALK, TYP.)

Sheet ID:

Sheet No.:

Design by:

Review by:

Scale:

Date:

DL

RT

1" = 20'

JUNE 2026

Maple Avenue Traffic Calming

Town of Bloomfield Engineering Department 800 Bloomfield Avenue Bloomfield, CT 06002 Tel. (860) 769-3524 rev. # rev. date description rev. by Use Disclaimer:

This sheet is part of a set of drawings for the named project. Any use of this sheet apart from this set or out of the context of the named project is at the responsibility and risk of the user.

Site Layout Plan Chokers 1 & 2

SP-1

SP-1

TRAFFIC CALMING CHOKER 2: 41-43 MAPLE AVENUE

SP-1

TRAFFIC CALMING CHOKER 1: 55-57 MAPLE AVENUE

T

Y

P

T

Y

P

T

Y

P

T

Y

P

MB

AT&T

AT&T

WV

W

S

10" Spruce

H e m lo d g e

10" Cherry

10" Spruce

12" Maple

6" Maple

12" Maple

SMH

T.F.=122.24

CB

T.F.=121.76

CB

T.F.=121.83

B i i v e

B i i v e

B i i v e

B

C

L

C

B

C

L

C

B

C

L

C

L

S

A

L

S

M

A

P

E

N

U

E

Iron Pin

Found

Conc. Mon.

Found

Iron Pin

Found

N/F

IRINA

SCH

UH

VOL.

7, P

AGE

#61

MAP

LE A

VENU

E

N/F

NATA

LIE

B. M

CKEO

WN

VOL.

2, P

AGE

#1 M

ALLA

RD D

RIVE

N/F

WINT

ONB

URY

BAP

TIST

CHU

RCH

VOL.

88, PAG

E 46

#54

MAP

LE A

VENU

E

N/F

WINT

ONB

URY

BAP

TIST

CHU

RCH

VOL.

, PA

GE 1

#24

MAP

LE A

VENU

E

W

E

R

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SANITARY SEWER

EASEMENT

20.0'

SANITARY SEWER

EASEMENT

20.0'

R70'

R1.5'

R5'

R303'

R315'

R70'

R315'

R1.5'

MOUNTABLE CONC. CURB

R10'

CONC. SIDEWALK RAMP TYPE 10a

WITH DETECTABLE WARNING

PANEL (TYP. OF 3)

4" WHITE LINE PAVEMENT

MARKING (MATCH TO EX.)

4" SOLID YELLOW EPOXY RESIN PAVEMENT MARKINGS (TYP. OF 2)

SPEED LIMIT SIGN

(REMOVE AND RELOCATE

AS DIRECTED BY

ENGINEER)

PAVEMENT RESTORATION PER ROAD

SECTION DETAIL

CONCRETE SIDEWALK

4" WHITE LINE PAVEMENT

MARKING (MATCH TO EX.)(TYP.)

4" YELLOW LINE PAVEMENT

MARKING (MATCH TO EX.)(TYP.)

CONC. CURB (MATCH TO EX.)

BIT CONC CURB

(MATCH TO EX.)

BIT. CONC. SIDEWALK (TYP.)

BIT CONC. RAMP TYP. (PAID AS

BIT. CONC. SIDEWALK)

R70'

R70'

BIT. CONC.

DRIVEWAY

APRON

LAWN

YELLOW FLEX DELINEATOR

(TYP. OF 8)

LIMIT OF PAVEMENT REMOVAL

TYPE C CATCH BASIN TOP (TYP. OF 2)

CONC. CURB (MATCH TO EX.)

CONC.

CURB

WHITE FLEX DELINEATOR (TYP. OF 13)

BIT CONC. CURB

(MATCH TO EX.)

INSTALL SIGN R4-11 "BICYCLES

MAY USE FULL LANE"

M

A

L

L

A

R

D

D

R

I

V

E

RESET MANHOLE

INSTALL R4-7 CTDOT 31-1526 SIGN

INSTALL R4-7 CTDOT

31-1526 SIGN

R20'

CONC. SIDEWALK RAMP TYPE 17

WITH DETECTABLE WARNING PANEL

CONC. CURB

BIT CONC. RAMP TYPE 17 (PAID AS

BIT. CONC. SIDEWALK, TYP.)

T

Y

P

T

Y

P

T

Y

P

10'

(TYP.)

10" Oak

15" Maple

15" Maple

24" Maple

24" Spruce

24" Spruce

24" Spruce

SNET

Frontier

Frontier

Frontier

SNET

CB

T.F.=126.19

CB

T.F.=121.32

CB

T.F.=121.06

CB

T.F.=121.06

CB

T.F.=126.03

CB

T.F.=126.34

B i t

A p r o n

B i t

A p r o n

B i t

A p r o n

B i t

A p r o n

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

M

A

P

E

N

U

E

Iron Pin

Found

Iron Pin

Found

N/F

MI

CHA

EL S

. RIL

EY

VOL.

, PA

GE 7

#8 M

APLE

AVE

NUE

N/F

STAC

EY B

. TW

ILLIE

VOL.

4, P

AGE

#4 M

APLE

AVE

NUE

N/F

KAR

EL D

LUGO

KINS

KI

VOL.

8, P

AGE

#3 M

APLE

AVE

NUE

N/F

PAU

L G

CAR

DOS

O

VOL.

8, P

AGE

#5 M

APLE

AVE

NUE

N/F

SILV

IJA

ISAK

U

VOL.

9, P

AGE

#7 M

APLE

AVE

NUE

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

R10'

SPEED LIMIT SIGN

(REMOVE AND RELOCATE AS

DIRECTED BY ENGINEER)

MAILBOX (SALVAGED

FOR RE-USE)

R303'

STREET SIDEWALK

CONC. CURB

4" WHITE LINE PAVEMENT

MARKING (MATCH TO EX.)(TYP.)

4" SOLID YELLOW EPOXY RESIN

PAVEMENT MARKINGS(TYP. OF 2)

4" YELLOW LINE PAVEMENT

MARKING (MATCH TO EX.)

PAVEMENT RESTORATION PER ROAD

SECTION DETAIL

BIT. CONC. SIDEWALK (TYP.)

R70'

R1.5'

R5'

R303'

R315'

R70'

R315'

R70'

R70'

R1.5'

MOUNTABLE CONC. CURB

CONC. SIDEWALK RAMP TYPE 10a WITH

DETECTABLE WARNING PANEL (TYP. OF 4)

BIT. CONC.

DRIVEWAY

APRON (TYP.)

WHITE FLEX

DELINEATOR

(TYP. OF 11)

4" WHITE LINE PAVEMENT

MARKING (MATCH TO EX.)(TYP.)

BIT CONC. CURB

(MATCH TO EX.)

BIT CONC. CURB

(MATCH TO EX.)

BIT CONC. CURB (MATCH TO

EX.)

BIT CONC. CURB

(MATCH TO EX.)

YELLOW FLEX DELINEATOR

(TYP. OF 8)

CONC. CURB

CONC. CURB

"NEW TRAFFIC PATTERN AHEAD"

36"X36" SIGN (CT DOT 80-9933)

(CONTRACTOR TO CONFIRM

LOCATION IN FIELD WITH TOWN

ENGINEER PRIOR TO INSTALLATION)

INSTALL R4-7 CTDOT 31-1526 SIGN

INSTALL R4-7 CTDOT

31-1526 SIGN

BIT. CONC. RAMP (PAID AS BIT. CONC.

SIDEWALK, TYP.)

Sheet ID:

Sheet No.:

Design by:

Review by:

Scale:

Date:

DL

RT

1" = 20'

JUNE 2026

Maple Avenue Traffic Calming

Town of Bloomfield Engineering Department 800 Bloomfield Avenue Bloomfield, CT 06002 Tel. (860) 769-3524 rev. # rev. date description rev. by Use Disclaimer:

This sheet is part of a set of drawings for the named project. Any use of this sheet apart from this set or out of the context of the named project is at the responsibility and risk of the user.

Site Layout Plan Chokers 3 & 4

SP-2

SP-2

TRAFFIC CALMING CHOKER 4: 3-7 MAPLE AVENUE

SP-2

WV

WV

W

White Birch

Cluster

15" Maple

4x18"

Maple

SNET

SNET

SNET

S

S

S

MB

WV

CB

T.F.=121.64

INV=117.34

CB

T.F.=121.06

INV=118.20 N

117.89 S

SMH

T.F.=122.05

B i i v e

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

L

S

A

WMH

T.F.=121.39

SMH

T.F.=121.95

M

A

P

E

N

U

E

S

A

N

D

P

I

P

I

V

E

Conc. Mon.

Found

Conc. Mon.

Found-2' Offset

Conc. Mon.

Found

Conc. Mon.

Found

N/

F

KE

YL

A

DIE

TR

ICH

VO

L.

, P

AG

E

#1

MA

PL

E

AV

EN

UE

N/

F

D

AR

RE

LL

B

RO

WN

VO

L.

, P

AG

E

#1

MA

PL

E

AV

EN

UE

EY

M

H

OR

EN

ST

EIN

TE

ST

AM

EN

TA

RY

T

RU

ST

VO

L.

, P

AG

E

#1

S

AN

DP

IPE

R

DR

IVE

N/

F

ER

ICA

S

OP

HIA

C

LA

RK

E

VO

L.

, P

AG

E

#2

S

AN

DP

IPE

R

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

CB

T.F.=121.32

INV=118.24

P

P

X

C

M

P

P

M

I

N

4" WHITE LINE PAVEMENT

MARKING (MATCH TO EX.)

DOUBLE 4" YELLOW EPOXY RESIN

PAVEMENT MARKINGS

(MATCH TO EX.)

BITUMINOUS CONCRETE CURB (MATCH TO

EX.)

R33'

RELOCATED STOP SIGN

4"WHITE EPOXY RESIN PAVEMENT

MARKINGS (MATCH TO EX.)

4"WHITE EPOXY RESIN

PAVEMENT MARKINGS

(MATCH TO EX.)

12" STOP BAR

BITUMINOUS CONCRETE DRIVEWAY

BITUMINOUS CONCRETE

PATCHING - FULL DEPTH

WHITE PAVEMENT MARKINGS FOR SPEED

TABLE (SEE OPTION A ON DETAIL SHEET)

DOUBLE 4" YELLOW EPOXY RESIN

PAVEMENT MARKINGS

(MATCH TO EX.)

BITUMINOUS CONCRETE CURB

(MATCH TO EX.)

R37'

REPLACE EXISTING PAVEMENT IN

HATCHED AREA WITH 5" OF HMA

PER ROAD SECTION DETAIL

REPLACE EXISTING PAVEMENT IN

HATCHED AREA WITH 5" OF HMA

PER ROAD SECTION DETAIL

RAISED INTERSECTION IN SHADED

AREA (SEE DETAIL)

INSTALL 36"X36" W17-1

SPEED HUMP SIGN WITH

W13-1P 25 MPH ADVISORY

SPEED PLAQUE

INSTALL 36"X36" W17-1

SPEED HUMP SIGN WITH

W13-1P 25 MPH ADVISORY

SPEED PLAQUE

PERFORM TEST PIT TO CONFIRM

DEPTH OF GAS MAIN

Sheet ID:

Sheet No.:

Design by:

Review by:

Scale:

Date:

DL

RT

JUNE 2026

Maple Avenue Traffic Calming

Town of Bloomfield Engineering Department 800 Bloomfield Avenue Bloomfield, CT 06002 Tel. (860) 769-3524 rev. # rev. date description rev. by Use Disclaimer:

This sheet is part of a set of drawings for the named project. Any use of this sheet apart from this set or out of the context of the named project is at the responsibility and risk of the user.

SP-3

Site Layout Plan Raised Intersection

Maple/Sandpiper 1" = 10'

SNET

S

SNET

SNET

2x24" Oak

12" Maple

B i t

D r i v e

B i t

D r i v e

Bit.

Apro n

BCLC

BCLC

BCLC

BCLC

LSA

MB

M

A

P

E

N

U

E

CB

T.F.=132.12

CB

T.F.=132.12

SMH

T.F.=132.01

CB

T.F.=131.43

D

D

D

D

D

D

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

TYPE C CATCH BASIN TOP

TF:132.12 (MATCH EX.)

TYPE C CATCH BASIN TOP

TF:132.12 (MATCH EX.)

TC 132.33

BC 132.00

TC 132.33

BC 132.00

TC 132.50

BC 132.00

132.41

TC 132.33

BC 131.83

TC 132.27

BC 131.94

132.58

TC 132.70

BC 132.20

132.78

132.25

132.33

TC 132.74

BC 132.41

131.33

131.45

131.61

TC 132.59

BC 132.09

132.67

131.41

RESET MANHOLE

COVER FLUSH WITH

FINISHED GRADE

TYPE CL CATCH BASIN TOP

TF:131.43 (MATCH EX.)

132.34

132.26

TC 132.09

BC 131.59

132.17

TC 131.88

BC 131.38

131.96

131.53

132.20

MB

MB

12" Maple

3x12"

Magnolia

WV

SNET

S

SMH

T.F.=123.67

CB

T.F.=121.68

CB

T.F.=121.67

B i i v e

B i i v e

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

LSA

LSA

L

S

A

A

P

E

N

U

E

N/F

LA

URIE

JUL

IAN

VOL.

, PA

GE 2

#43

MAP

LE A

VENU

E

N/F

BA

RBA

RA H

UTTI

NGER

VOL.

1, P

AGE

#41

MAP

LE A

VENU

E

N/F

G

UY L

BRO

WN

EST.

VOL.

, PA

GE 8

#39

MAP

LE A

VENU

E

N/F

CIGN

A H

EALT

H &

LIFE

INS

CO.

VOL.

0, P

AGE

#42

MAP

LE A

VENU

E

W

E

R

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S radius= 25 feet

FLUSH (TYP.)

TC 125.50

BC 125.00

TC 125.33

BC 125.00

TC 125.33

BC 125.00

124.00

124.44

125.80

125.66

126.10

125.12

126.34

124.07

124.28

TC 126.00

BC 125.50

126.12

TC 125.50

BC 125.00

125.98

126.10

TC 125.81

BC 125.48

TC 124.97

BC 124.64

125.62

125.81

TC 125.98

BC 125.48

TC 124.78

BC 124.28

126.08

125.96

TC 126.22

BC 125.72

125.93

TC 124.87

BC 124.37

124.19

124.90

124.12

TC 126.22

BC 125.72

124.20

Sheet ID:

Sheet No.:

Design by:

Review by:

Scale:

Date:

DL

RT

1" = 20'

JUNE 2026

Maple Avenue Traffic Calming

Town of Bloomfield Engineering Department 800 Bloomfield Avenue Bloomfield, CT 06002 Tel. (860) 769-3524 rev. # rev. date description rev. by Use Disclaimer:

This sheet is part of a set of drawings for the named project. Any use of this sheet apart from this set or out of the context of the named project is at the responsibility and risk of the user. 10 OF 14

Grading Plan Chokers 1 & 2

GP-1

GP-1

TRAFFIC CALMING CHOKER 2: 41-43 MAPLE AVENUE

GP-1

TRAFFIC CALMING CHOKER 1: 55-57 MAPLE AVENUE

10" Oak

15" Maple

15" Maple

24" Maple

24" Spruce

24" Spruce

24" Spruce

SNET

Frontier

Frontier

Frontier

SNET

CB

T.F.=126.19

CB

T.F.=121.32

CB

T.F.=121.06

CB

T.F.=121.06

CB

T.F.=126.03

CB

T.F.=126.34

B i t

A p r o n

B i t

A p r o n

B i t

A p r o n

B i t

A p r o n

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

A

P

E

N

U

E

N/F

MI

CHA

EL S

. RIL

EY

VOL.

, PA

GE 7

#8 M

APLE

AVE

NUE

N/F

STAC

EY B

. TW

ILLIE

VOL.

4, P

AGE

#4 M

APLE

AVE

NUE

N/F

KAR

EL D

LUGO

KINS

KI

VOL.

8, P

AGE

#3 M

APLE

AVE

NUE

N/F

PAU

L G

CAR

DOS

O

VOL.

8, P

AGE

#5 M

APLE

AVE

NUE

N/F

SILV

IJA

ISAK

U

VOL.

9, P

AGE

#7 M

APLE

AVE

NUE

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

126.25

TC 126.10

BC 125.60

TC 125.50

BC 125.00

TC 125.50

BC 125.00

TC 126.00

BC 125.77

125.66

125.66

125.14

TC 126.06

BC 125.56

126.21

126.22

TC 125.70

BC 125.37

TC 126.30

BC 125.97

124.75

126.05

122.56

124.95

125.11

TC 126.33

BC 125.83

125.92

126.08

126.49

124.91

126.18

126.09

TC 126.50

BC 126.00

125.08

124.97

124.81

124.92

126.34

MB

AT&T

AT&T

WV

W

S

10" Spruce

H e m lo d g e

10" Cherry

10" Spruce

12" Maple

6" Maple

12" Maple

SMH

T.F.=122.24

CB

T.F.=121.76

CB

T.F.=121.83

B i i v e

B i i v e

B i i v e

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

L

S

A

L

S

A

M

A

P

E

N

U

E

N/F

IRINA

SCH

UH

VOL.

7, P

AGE

#61

MAP

LE A

VENU

E

N/F

NATA

LIE

B. M

CKEO

WN

VOL.

2, P

AGE

#1 M

ALLA

RD D

RIVE

N/F

WINT

ONB

URY

BAP

TIST

CHU

RCH

VOL.

88, PAG

E 46

#54

MAP

LE A

VENU

E

N/F

WINT

ONB

URY

BAP

TIST

CHU

RCH

VOL.

, PA

GE 1

#24

MAP

LE A

VENU

E

W

E

R

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SANITARY SEWER

EASEMENT

20.0'

SANITARY SEWER

EASEMENT

20.0'

122.26

TC 122.99

BC 122.49

TC 123.06

BC 122.56

123.22

123.16

123.39

123.07

123.21

121.95

122.71

122.75

122.15

TC 123.42

BC 123.09

TC 123.13

BC 122.80

123.25

TC 122.74

BC 122.24

122.24

TC 122.91

BC 122.41

122.90

TC 123.09

BC 122.59

122.95

123.55

123.29

123.45

122.05

122.50

Sheet ID:

Sheet No.:

Design by:

Review by:

Scale:

Date:

DL

RT

1" = 20'

JUNE 2026

Maple Avenue Traffic Calming

Town of Bloomfield Engineering Department 800 Bloomfield Avenue Bloomfield, CT 06002 Tel. (860) 769-3524 rev. # rev. date description rev. by Use Disclaimer:

This sheet is part of a set of drawings for the named project. Any use of this sheet apart from this set or out of the context of the named project is at the responsibility and risk of the user. 11 OF 14

Grading Plan Chokers 3 & 4

GP-2

GP-2

TRAFFIC CALMING CHOKER 4: 3-7 MAPLE AVENUE

GP-2

WV

WV

WV

WV

W

White Birch

Cluster

15" Maple

4x18"

Maple

SNET

SNET

SNET

S

S

S

MB

WV

CB

T.F.=121.64

INV=117.34

CB

T.F.=121.06

INV=118.20 N

117.89 S

SMH

T.F.=122.05

B i i v e

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

B

C

L

C

L

S

A

WMH

T.F.=121.39

SMH

A

P

E

N

U

E

S

A

N

D

P

I

P

I

Conc. Mon.

Found

Conc. Mon.

Found-2' Offset

Conc. Mon.

Found

Conc. Mon.

Found

N/

F

KE

YL

A

DIE

TR

ICH

VO

L.

, P

AG

E

#1

MA

PL

E

AV

EN

UE

N/

F

D

AR

RE

LL

B

RO

WN

VO

L.

, P

AG

E

#1

MA

PL

E

AV

EN

UE

EY

M

H

OR

EN

ST

EIN

TE

ST

AM

EN

TA

RY

T

RU

ST

VO

L.

, P

AG

E

#1

S

AN

DP

IPE

R

DR

IVE

N/

F

ER

ICA

S

OP

HIA

C

LA

RK

E

VO

L.

, P

AG

E

#2

S

AN

DP

IPE

R

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

CB

T.F.=121.32

INV=118.24

P

P

X

C

M

P

P

TYPE C CATCH BASIN

TF = 121.75

INV E = 118.04

28 LF 10" PVC @ S=0.5%

TYPE C CATCH BASIN TOP

RESET CATCH BASIN

TF = 122.45

PROP INV W = 118.24

PROP INV N = 118.24

14 LF 12" RCP @ S=1.0%

TYPE C CATCH BASIN

TF = 121.75

INV = 118.38

TYPE C CATCH BASIN

TF = 121.90

INV = 118.53

TYPE C CATCH BASIN TOP

RESET CATCH BASIN

TF = 122.20

RESET MANHOLE

TYPE C CATCH BASIN TOP

RESET CATCH BASIN

TF:121.9±

PROP INV W = 117.90

29 LF 12" RCP @ S=1.0%

RESET GATE BOX

M

A

T

X

O

F

I

L

E

RESET GATE BOX

M

A

T

X

O

F

I

L

E

10" PVC 45° ELBOW

(INLUDED IN LF COST OF 10" PVC)

TYPE C CATCH BASIN

TF = 121.90

INV = 117.5±

Sheet ID:

Sheet No.:

Design by:

Review by:

Scale:

Date:

DL

RT

JUNE 2026

Maple Avenue Traffic Calming

Town of Bloomfield Engineering Department 800 Bloomfield Avenue Bloomfield, CT 06002 Tel. (860) 769-3524 rev. # rev. date description rev. by Use Disclaimer:

This sheet is part of a set of drawings for the named project. Any use of this sheet apart from this set or out of the context of the named project is at the responsibility and risk of the user. 12 OF 14

Grading Plan Maple Ave &

Sandpiper Drive Raised Intersection

GP-3

1" = 10'

Sheet ID:

Sheet No.:

Design by:

Review by:

Scale:

Date:

DL

RT

1" = 20'

JUNE 2026

Maple Avenue Traffic Calming

Town of Bloomfield Engineering Department 800 Bloomfield Avenue Bloomfield, CT 06002 Tel. (860) 769-3524 rev. # rev. date description rev. by Use Disclaimer:

This sheet is part of a set of drawings for the named project. Any use of this sheet apart from this set or out of the context of the named project is at the responsibility and risk of the user. 13 OF 14

Miscellaneous Details

CD-1

SILT SACK

#8 REBAR FOR BAG

REMOVAL AND SUPPORT

CURB DEFLECTOR

(TYPE 'C' ONLY)

SEDIMENT CONTROL AT CATCH BASIN - SILT SACK

NOT TO SCALE

NOTES:

1. SILT SACKS MAY BE USED IN OTHER TYPES OF

STORM DRAINAGE INLETS. TYPE 'C' CATCH BASIN

SHOWN FOR CLARITY.

FINISHED PAVEMENT

FINISHED GRADE

EXPANSION CONSTRAINT

BIT. CONCRETE

CAST IN PLACE

CONCRETE CURB

R1"

BIT CONCRETE WALK

6"

EXISTING ROADWAY

BASE

JOINT JOINT FILLER

SURFACE OF

PAVEMENT

TOOLED CONTROL JOINTS EQUALLY SPACED

WITH 5 FT SPACING STD; 6 FT MAX

PAVEMENT

18"

8"

7"

4"

1"

4"

SECTIONPLAN

6" 6"

CT DOT CLASS PCC04460 4400 PSI MIN

PROCESSED

AGGREGATE BASE

12"X5/8" GALV. DOWEL

30"

MOUNTABLE CONCRETE CURB/MEDIAN ISLAND

NOT TO SCALE

5"

8"

CONCRETE SIDEWALK

R23 4"

EXPANSION JOINT WITH SEALER

FLOW

1. SET POSTS AND EXCAVATE A

6"X6" TRENCH. SET POST

DOWNSLOPE.

2. ATTACH FILTER FABRIC

FENCING TO POST AND EXTEND

IT TO THE TRENCH BOTTOM.

3. BACKFILL THE TRENCH AND

COMPACT THE EXCAVATED SOIL.

M I N

D E P T H

POST

FILTER FABRIC

COMPACTED

BACKFILL

ANGLE 10° UPSLOPE

FOR STABILITY AND

SELF CLEANING.

TYPICAL SILT FENCE INSTALLATION

NOT TO SCALE

EXPANSION JOINTS AT 20 FT MAX

SLOPE

MATCH

EXISTING

CROSS

8"6"

SLOPE

3% +/-

CROSS

3" HMA S0.50 LEVEL 2 BINDER

2" HMA S0.375 LEVEL 2 SURFACE

(2" HMA S0.375 LEVEL 1)

CONCRETE

SIDEWALK

DETECTABLE

WARNIN…