Plans.pdf
PDF 46 MB Posted
- Attached to
- B025-45 Research Parkway Linear Trail
- Solicitation number
- B025-45
- Issued by
- New Haven County, Connecticut
About this file
The document is a comprehensive set of engineering and design plans for the Research Parkway Linear Trail project, prepared by BL Companies for the City of Meriden, Connecticut. The project involves constructing a multi-use linear trail along the western side of Research Parkway, extending from East Main Street to the Wallingford Town Line. The plans, dated April 9, 2025, include detailed technical drawings covering various aspects of the project such as site plans, profiles, alignment plans, environmental concerns, traffic control signals, signing and pavement markings, and typical cross-sections. The design incorporates standards from the Connecticut Department of Transportation Highway Design Manual, 2012 AASHTO Guide for Bicycle Facilities, and 2009 Manual on Uniform Traffic Control Devices.
The project is state-funded with a federal aid component, identified by the state project number 079-247 and federal aid project number FAP 1079(112). The design specifications indicate a 20 MPH trail design speed and include provisions for accessibility, with detailed plans for pedestrian signals, crosswalks, and intersection improvements. The plans show careful consideration of environmental concerns, erosion control measures, and integration with existing roadways and surrounding properties. The trail will feature concrete and bituminous concrete surfaces, drainage systems, and will connect various research and commercial properties along Research Parkway. The project appears to be part of a broader municipal infrastructure improvement initiative aimed at enhancing pedestrian and bicycle connectivity in the Meriden area.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Final_Design_Report.pdf | ||
| Spec's.pdf | ||
| B025-45_Trail_Bid_Pkg.pdf |
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Text version
© 2023 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS
CITY OF MERIDEN
TOWN OF WALLINGFORD
IN
TERSTA
TE 91
CT R
OUTE
EAST MAIN STREET
PROJECT LOCATION
RES
EA
RCH
PARKWAY
M
UR
DOCK A
VEN
UE
SUBCONSULTANTS:
VN ENGINEERS, INC
PREPARED FOR:
APRIL 9, 2025ISSUE DATE:
(203) 630-2615 Fax
(203) 630-1406
MERIDEN, CONNECTICUT 06450
355 RESEARCH PARKWAY
PREPARED BY:
DATES
XXXXXXXXXREF(S):
CV210093501CAD FILE:
SCALE: 1"=2000'
VICINITY MAP
N.T.S.
LOCATION MAP
44 6
LONG ISLAND SOUND
MUNICIPAL LOCATION
I S L A N
D S T A
T E O F R H O
D E
STATE OF CONNECTICUT
ST
A
TE
O F
N
EW
Y
RK
UNION
STAFFORD
TOLLAND
WILLINGTON
ENFIELD
LOCKS
WINDSOR
EAST
WINDSOR
WINDSOR
ELLINGTON
SOMERS
WINDSOR
SOUTH
MANCHESTER
WEST
HARTFORD EAST
HARTFORD
WETHERSFIELD
NEWINGTON
BRITAIN
NEW
HARTFORD
VERNON
GLASTONBURY
CROMWELL
PORTLAND
BERLINSOUTHINGTON
ROCKY HILL
CHESHIRE
MERIDEN MIDDLETOWN
MIDDLEFIELD
PLAINVILLE
BLOOMFIELD
WOLCOTT
BRISTOL
EAST
GRANBY
SUFFIELD
CANTON
SIMSBURY
GRANBY
AVON
FARMINGTON
COLEBROOK
NORTH
CANAAN
CANAAN
NORFOLK
WINCHESTER
TORRINGTON
CORNWALL GOSHEN
SALISBURY
SHARON
HARTFORD
NEW
LITCHFIELD
HARWINTONWARREN
MORRIS
KENT
PLYMOUTHWATERTOWN
THOMASTON
WASHINGTON
WOODBURY
BETHLEHEM
MIDDLEBURY
WATERBURY
ROXBURY
BRIDGEWATER
SHERMAN
NEW
NEW
MILFORD
HARTLAND
BARKHAMSTED
PROSPECT
BURLINGTON
NAUGATUCK
OXFORD
BEACON
FALLS
SOUTHBURY
SEYMOUR
ANSONIA
BETHEL
NEWTOWN
BROOKFIELD
DANBURY
DERBYREDDING
RIDGEFIELD
FAIRFIELD
THOMPSON
KILLINGLY
PUTNAM
WOODSTOCK
ASHFORD EASTFORD
COVENTRY
MANSFIELD
POMFRET
STERLING
VOLUNTOWN
PLAINFIELD
GRISWOLD
NORTH
STONINGTON
CHAPLIN
WINDHAM
ANDOVER
SCOTLAND
SPRAGUE
COLUMBIA
LEBANON
HEBRON
MARLBOROUGH
BOLTON
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BOZRAH
COLCHESTER
MONTVILLE
SALEMEAST HADDAM
EAST
HAMPTON
HADDAMDURHAM
FRANKLIN
LEDYARD
PRESTON
CANTERBURY
BROOKLYNHAMPTON
STONINGTON
GROTON
LONDON
NEW
LYME
OLD LYME
ESSEX
OLD
EAST LYME
SAYBROOK
CHESTER
DEEP
MADISON
CLINTON
KILLINGWORTH
RIVER
GUILFORD
WESTBROOK
WATERFORD
WALLINGFORD
NORTH
BETHANY
NORTH
BRANFORD
5 EAST
HAVENNEW
HAVEN
BRANFORD
WOODBRIDGE
SHELTON
MONROE
ORANGE
MILFORD
STRATFORD
EASTON
WESTON
TRUMBULL
WILTON
FAIRFIELD
WESTPORT
BRIDGEPORT
NEW
CANAAN
STAMFORD
DARIEN
GREENWICH
NORWALK
WEST
HAVEN
HAMDEN
HAVEN
COMMONWEALTH OF MASSACHUSETTS
ARCHITECTURE
ENGINEERING
ENVIRONMENTAL
LAND SURVEYING
RESEARCH PARKWAY
LINEAR TRAIL
RESEARCH PARKWAY LINEAR TRAIL
EAST MAIN STREET TO
WALLINGFORD TOWN LINE
MERIDEN, CT
STATE PROJECT: 079-247
FEDERAL AID PROJECT: FAP 1079(112)
TO BE MAINTAINED BY CITY OF MERIDEN
CITY OF MERIDEN
142 EAST MAIN STREET
MERIDEN, CT 06450
2025 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
CONTENTS
TYP-01 TO TYP-02
SPM-01 TO SPM-05
GN-1 GENERAL NOTES
SIGNING AND PAVEMENT MARKING PLANS
TYPICAL SECTIONS
TITLE SHEET
SP-01 TO SP-07
DN-01 TO DN-05 MISCELLANEOUS DETAILS
SITE PLANS
PROFILES
DESIGN STANDARDS: 20 MPH TRAIL DESIGN SPEED.
CITY OF MERIDEN DESIGN STANDARDS.
CONNECTICUT DEPARTMENT OF TRANSPORTATION HIGHWAY DESIGN MANUAL.
2012 AASHTO GUIDE FOR THE DEVELOPMENT OF BICYCLE FACILITIES, 4TH EDITION.
2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND
HIGHWAYS.
DESIGN STANDARDS
PRO-01 TO PRO-05
TCS-01 TO TCS-02 TRAFFIC CONTROL SIGNAL PLANS
ALN-01 TO ALN-05 ALIGNMENT PLANS
STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION FORM 818, DATED 2020; SUPPLEMENTAL
SPECIFICATIONS DATED JANUARY 2024; AND SPECIAL PROVISIONS.
ALL HORIZONTAL GEOMETRY ON THIS PROJECT IS BASED ON A FIELD SURVEY PERFORMED BY
BL COMPANIES, INC. DATED: SEPTEMBER 22, 2022 ON HORIZONTAL DATUM NAD 83.
ALL ELEVATIONS ON THIS PROJECT BASED ON NAVD 88.
2002 CONNECTICUT GUIDELINES FOR SOIL AND EROSION AND SEDIMENT CONTROL
CONSTRUCTION STANDARDS
EN-01 TO EN-05 AREA OF ENVIRONMENTAL CONCERN PLANS
GD-01 TO GD-07 HIGHWAY DESIGN GUIDE SHEETS
STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS
HW-286_01
HW-586_01
HW-586_07a
HW-586_08
HW-586_10a HW-686_01a HW-686_01b HW-686_02b
HW-811_01
HW-813_02
HW-910_17
HW-910_21
HW-911_01
HW-921_01
HW-922_01
HW-924_01
HW-949_01a
TR-1000_01
TR-1010_01
TR-1102_01
TR-1105_01
TR-1107_01
TR-1111_01
TR-1208_01
TR-1208_02
TR-1210_04
TR-1210_08
TR-1210_09
TR-1220_01
TR-1220_02
DRAINAGE TRENCH EXCAVATION
CATCH BASIN AND DROP INLET TYPES "C" AND "C-L"
CATCH BASIN TYPE "C" AND "C-L" TOPS
CATCH BASIN FRAMES AND GRATES
MANHOLE FRAME AND COVER
CONCRETE PIPE CONNECTION SHEET 1
CONCRETE PIPE CONNECTION SHEET 2
DRAINAGE PIPE ENDS SHEET 2
CONCRETE CURBING
STONE CURBING
R-B TERMINAL SECTION
METAL BEAM RAIL (R-B MASH) GUIDERAIL
R-B END ANCHORAGE TYPE I AND II
CONCRETE SIDEWALKS
BITUMINOUS CONCRETE SIDEWALKS AND BITUMINOUS CONCRETE DRIVEWAY
CONCRETE DRIVEWAY RAMPS
LANDSCAPE PLANTING
GENERAL CLAUSES (TEST PROCEDURES)
CONCRETE HANDHOLE
PEDESTALS, PEDESTRIAN SIGNALS
TRAFFIC SIGNALS AND CABLE ASSIGNMENTS
PEDESTRIAN PUSH BUTTONS
LOOP VEHICLE DETECTOR AND SAWCUT
SIGN REPLACEMENT AND RETROREFLECTIVE STRIP DETAILS
METAL SIGN POSTS AND SIGN MOUNTING DETAILS
PAVEMENT MARKING LINES AND SYMBOLS
PAVEMENT MARKINGS FOR NON FREEWAYS
PAVEMENT MARKINGS FOR BICYCLE LANES, PARKING STALLS, AND RR CROSSINGS
SIGNS FOR CONSTRUCTION AND PERMIT OPERATIONS
CONSTRUCTION SIGN SUPPORTS AND CHANNELIZING DEVICES
NONE
GENERAL
NOTES
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RESEARCH PARKWAY TRAIL
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ALIGNMENT
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2100935
Designed
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Scale
Drawn
Date
D es c.
RE
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ALIGNMENT
PLAN 04
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2100935
Designed
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Project No.
Scale
Drawn
Date
D es c.
RE
V
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N
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ALN-05
ALIGNMENT
PLAN 05
1"=40'
DWG
DWG
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2100935
Designed
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Project No.
Scale
Drawn
Date
D es c.
RE
V
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IO
N
S D at e
N o.
Title
M
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0.3 M
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0.1 M
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0.0 M
SP-01
SITE PLAN 01
1"=40'
DKN
DKN
CLM
2100935
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
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2100935 04/09/2025
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2100935
Designed
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Project No.
Scale
Drawn
Date
D es c.
RE
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N
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Title
M
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SP-03
SITE PLAN 03
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DKN
DKN
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2100935
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
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N
S D at e
N o.
Title
M
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SP210093501
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1.5 M
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1.6 M
SP-04
SITE PLAN 04
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DKN
DKN
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2100935
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
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N
S D at e
N o.
Title
M
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1.9 M
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2.0 M
SP-05
SITE PLAN 05
1"=40'
DKN
DKN
CLM
2100935
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
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SP210093501
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END PROJECT
PT
1.9 M
SP-06
SITE PLAN 06
1"=40'
DKN
DKN
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2100935
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
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IO
N
S D at e
N o.
Title
M
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2100935 04/09/2025
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SP-07
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2100935
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
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IO
N
S D at e
N o.
Title
M
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355 Research Parkway
(203) 630-1406 Meriden, CT 06450
2100935 04/09/2025
PRO-01
PROFILE 01
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1" = 40' H/1"=4' V
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
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Sheet No.
Xr ef
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; B
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CAD File:
TPRO210093501
4/ 7/
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2025 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
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S ur ve yi ng En vi ro nm en ta l
En gi ne er in g
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355 Research Parkway
(203) 630-1406 Meriden, CT 06450
2100935 04/09/2025
PRO-02
PROFILE 02
DKN
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M
ATC
H M
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K STA. 40+50
M
AT
C H
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0+
Research Parkway Trail
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
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EN
, C O
N N
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A
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Sheet No.
Xr ef
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CAD File:
TPRO210093501
4/ 7/
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2025 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
La nd
S ur ve yi ng En vi ro nm en ta l
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355 Research Parkway
(203) 630-1406 Meriden, CT 06450
2100935 04/09/2025
PRO-03
PROFILE 03
DKN
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ATC
H
M
AR
K STA. 62+50
M
AT
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K
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A.
2+
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
ER
ID
EN
, C O
N N
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TIC
UT
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A
RC
H
PA
RK
W
A Y
LI
N
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R
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Sheet No.
Xr ef
(s
XR
; B
D
CAD File:
TPRO210093501
4/ 7/
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2025 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
La nd
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En gi ne er in g
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355 Research Parkway
(203) 630-1406 Meriden, CT 06450
2100935 04/09/2025
PRO-04
PROFILE 04
DKN
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-05 M
ATC
H
M
AR
K STA. 85+50
M
AT
C H
M
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K
ST
A.
3+
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
ER
ID
EN
, C O
N N
EC
TIC
UT
RE
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A
RC
H
PA
RK
W
A Y
LI
N
EA
R
TR
A
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Sheet No.
Xr ef
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XR
; B
D
CAD File:
TPRO210093501
4/ 7/
, J D
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2025 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
La nd
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En gi ne er in g
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355 Research Parkway
(203) 630-1406 Meriden, CT 06450
2100935 04/09/2025
PRO-05
PROFILE 05
1" = 40' H/1"=4' V
DKN
DKN
CLM
M
AT
C H
M
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K
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A.
+0
M
ATC
H M
AR
K STA. 109+00
M
AT
C H
M
AR
K
ST
A.
7+
Research Parkway
4" YCL
4" YCL
01-17
31-0552 STOP 01-19
31-0520
12" WSB
01-23
31-0552 STOP 01-24
31-0520
4" YCL
4" YCL
12" WSB
4" YCL
4" YCL
4" YCL
12" WSB
4" YCL
12" WSB
01-33
31-0552 STOP
01-30 31-0520
01-26 31-0520
01-27
31-0552 STOP
01-29 31-0520
STOP
BUS
EXISTING
SIGNS TO
REMAIN
YIELD LINE
YIELD LINE
YIELD LINE
YIELD LINE
YIELD LINE
YIELD LINE
YIELD LINE
YIELD LINE
01-16 31-0520
01-21 31-0520
01-34 31-0520
B B B
B
01-18 41-4832 41-2607
01-15 41-4832 41-2607
01-22 41-4832 41-2607
01-20 41-4832 41-2607
01-28 41-4832 41-2607
01-25 41-4832 41-2607
01-31 41-4832 41-2607
01-32 41-4832 41-2607
Ea st
M ai n St re et
Research Parkway
BIKE ROUTE
01-04
51-1354 51-1356
END
BIKE ROUTE
4" YCL
01-05 51-1354
4" YCL
4" YCL
4" YCL
01-09
31-0552 STOP
4" YCL 4" YCL
01-13
31-0552 STOP
EXISTING
SIGN TO BE
RELOCATED EXISTING
SIGN TO BE
RELOCATED
4" YCL
EXISTING
SIGN TO
REMAIN
NO
TIME
ANY
PARKING EXISTING
SIGNS TO
REMAIN
MIDSTATE
MEDICAL CENTER
EXISTING
SIGNS TO
REMAIN
STOP
BUS
TO
HERE
PARKING
NO
CORNER
EXISTING
SIGNS TO
REMAIN
INTERSTATE
CONN
INTERSTATE
CONN
TRUCK
ROUTE
TO
EXISTING
SIGNS TO
REMAIN
SPEED
LIMIT
RADAR
STRICTLY
ENFORCED
EXISTING
SIGNS TO
REMAIN
01-03 31-1727
BIKE ROUTE
01-02
51-1354 51-2666
01-01 51-1797
TIME
ANY
PARKING
NO
EXISTING
SIGN TO
REMAIN
TIME
ANY
PARKING
NO
EXISTING
SIGN TO
REMAIN
01-07 41-4832 41-2607
01-08 41-4832 41-2607
01-12 41-4832 41-2607
01-14 31-0520
01-11 31-0520
YIELD LINE
YIELD LINE
01-06 31-0520 01-10
31-0520
YIELD LINE
YIELD LINE
B B
YIELD LINE
01-15 41-4832 41-2607
USE
PED
SIGNAL
12" WSB
SPM-01
SIGNING AND
PAVEMENT
MARKING PLAN 01
1"=40'
SBL
SBL
CJL
2100935 6/6/2024
M
AT
C H
M
AR
K
ST
A.
6+
M
ATC
H M
AR
K STA. 27+50
M
ATC
H M
AR
K STA. 16+50
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
ER
ID
EN
, C O
N N
EC
TIC
UT
RE
SE
A
RC
H
PA
RK
W
A Y
Sheet No.
Xr ef
(s
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; X
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_C
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_0
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CAD File:
TR_CP_0079_0247_SPM
6/ 6/
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2024 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
RE
SE
A
RC
H
PA
RK
W
A Y
LI
N
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R
TR
A
IL
116 WASHINGTON AVE
(203) 234-7862
NORTH HAVEN, CT 06473
PAVEMENT MARKING ABBREVIATIONS: LEGEND:
4" YCL - 4" YELLOW CENTER LINE
12" WSB - 12" WHITE STOP BAR
4" WL - 4" WHITE LINE
WPA - WHITE PAINTED ARROW
YIELD LINE - 2' TRIANGLE BASE, 3' TRIANGLE HEIGHT, 1' SPACE
T BAR TYPE CROSSWALK (16" BAR, 24" SPACE,
8' WIDTH) - TOWN MAINTAINED
B
INTERSECTION CROSSING
MARKINGS - TOWN MAINTAINED
DOUBLE POST MOUNTED SIGN
SINGLE POST MOUNTED SIGN
SINGLE POST MOUNTED SIGN, BACK-TO-BACK
SINGLE POST MOUNTED SIGN, WITH 3 REGULATORY SIGNS
T
T
T
6/6/24
Po m er oy
A ve nu e
Research Parkway
Po m er oy
A ve nu e
4" Y
CL
02-02 31-0520
12" WSB
4" YCL
4" YCL
02-03
31-0552 STOP 02-04
31-0520
02-06
31-0532 STOP
STOPEXISTING
SIGN TO
REMAIN
STOPEXISTING
SIGN TO
REMAIN
STOP EXISTING
SIGN TO
REMAIN
STOP EXISTING
SIGN TO
REMAIN
02-07
31-0532 STOP
02-09 31-0520
02-10
31-0552 STOP
02-12 31-0520
4" YCL
12" WSB
4" YCL
12" WSB
4" YCL
4" YCL
12" WSB
T
YIELD LINE
YIELD LINE
YIELD LINE
YIELD LINE
B
B
02-01 41-4832 41-2607
02-05 41-4832 41-2607
02-08 41-4832 41-2607
02-11 41-4832 41-2607
Research Parkway
02-14 31-0520
4" YCL
02-15
31-0552 STOP
12" WSB
02-17 31-0520
4" YCL
4" YCL
4" YCL
02-18 31-0520
STOP
BUS
EXISTING
SIGNS TO
REMAIN
02-21
31-0552 STOP
02-22 31-0520
4" YCL
02-25
31-0552 STOP
02-26 31-0520
12" WSB
4" YCL
02-23 31-0520
STOP
BUS
EXISTING
SIGNS TO
REMAIN
YIELD LINE
YIELD LINE
YIELD LINE
YIELD LINE
YIELD LINE
YIELD LINE
B
B
B
B
02-19 41-4832 41-2607
02-20 41-4832 41-2607
02-16 41-4832 41-2607
02-13 41-4832 41-2607
02-24 41-4832 41-2607
02-27 41-4832 41-2607
SPM-02
SIGNING AND
PAVEMENT
MARKING PLAN 02
1"=40'
SBL
SBL
CJL
2100935 6/6/2024
M
AT
CH
M
AR
K
ST
A.
7+
M
ATC
H M
AR
K STA. 39+50
M
AT
CH
M
AR
K
ST
A.
9+
M
ATC
H M
AR
K STA. 51+50
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
ER
ID
EN
, C O
N N
EC
TIC
UT
RE
SE
A
RC
H
PA
RK
W
A Y
Sheet No.
Xr ef
(s
XY
; X
R2
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_C
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_0
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CAD File:
TR_CP_0079_0247_SPM
6/ 6/
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2024 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
RE
SE
A
RC
H
PA
RK
W
A Y
LI
N
EA
R
TR
A
IL
116 WASHINGTON AVE
(203) 234-7862
NORTH HAVEN, CT 06473
DOUBLE POST MOUNTED SIGN
SINGLE POST MOUNTED SIGN
SINGLE POST MOUNTED SIGN, BACK-TO-BACK
SINGLE POST MOUNTED SIGN, WITH 3 REGULATORY SIGNS
PAVEMENT MARKING ABBREVIATIONS: LEGEND:
4" YCL - 4" YELLOW CENTER LINE
12" WSB - 12" WHITE STOP BAR
4" WL - 4" WHITE LINE
WPA - WHITE PAINTED ARROW
YIELD LINE - 2' TRIANGLE BASE, 3' TRIANGLE HEIGHT, 1' SPACE
T BAR TYPE CROSSWALK (16" BAR, 24" SPACE,
8' WIDTH) - TOWN MAINTAINED
INTERSECTION CROSSING
MARKINGS - TOWN MAINTAINED
B
03-04
31-0552 STOP
03-01 31-0520
03-05 31-0520
12" WSB
4" YCL
4" YCL
4" YCL
4" YCL
12" WSB
03-07 31-0520
03-08 31-0520
STOP
SPEED
LIMIT
EXISTING
SIGNS TO
REMAIN
EXISTING
SIGN TO
REMAIN
EXISTING
SIGN TO
REMAIN
YIELD LINE
YIELD LINE
YIELD LINE
YIELD LINE
B
B
03-03 41-4832 41-2607
03-02 41-4832 41-2607
03-06 41-4832 41-2607
03-09 41-4832 41-2607
M ur do ck
Av en ue
C or po ra te C ou rt
Research Parkway
03-10
31-0532 STOP
4" YCL
12" WSB
12" WSB
4" YCL
ANIMAL CONTROL
& HUMANE SOCIETY
EXISTING
SIGNS TO
REMAIN
MERIDEN
STOP
BUS
EXISTING
SIGNS TO
REMAIN
03-11 31-0532
SPEED
LIMIT
40 EXISTING
SIGN TO
REMAIN
EXISTING
SIGN TO
REMAIN
EXISTING
SIGN TO
REMAINSTOP
STOP
EXISTING
SIGN TO
REMAIN
4" YCL
4" YCL
03-15
31-0552 STOP
03-14 31-0520
03-13 31-0520
ANIMAL CONTROL
& HUMANE SOCIETY
MERIDEN
EXISTING
SIGNS TO
REMAIN
YIELD LINE
YIELD LINE
B
03-12 41-4832 41-2607
03-16 41-4832 41-2607
12" WSB
SPM-03
SIGNING AND
PAVEMENT
MARKING PLAN 03
1"=40'
SBL
SBL
CJL
2100935 6/6/2024
M
AT
C H
M
AR
K
ST
A.
1+
M
ATC
H M
AR
K STA. 62+50
M
AT
C H
M
AR
K
ST
A.
2+
M
ATC
H M
AR
K STA. 73+50
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
ER
ID
EN
, C O
N N
EC
TIC
UT
RE
SE
A
RC
H
PA
RK
W
A Y
Sheet No.
Xr ef
(s
XY
; X
R2
TR
_C
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_0
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CAD File:
TR_CP_0079_0247_SPM
6/ 6/
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2024 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
RE
SE
A
RC
H
PA
RK
W
A Y
LI
N
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R
TR
A
IL
116 WASHINGTON AVE
(203) 234-7862
NORTH HAVEN, CT 06473
PAVEMENT MARKING ABBREVIATIONS: LEGEND:
T BAR TYPE CROSSWALK (16" BAR, 24" SPACE,
8' WIDTH) - TOWN MAINTAINED
DOUBLE POST MOUNTED SIGN
SINGLE POST MOUNTED SIGN
SINGLE POST MOUNTED SIGN, BACK-TO-BACK
SINGLE POST MOUNTED SIGN, WITH 3 REGULATORY SIGNS
INTERSECTION CROSSING
MARKINGS - TOWN MAINTAINEDB
4" YCL - 4" YELLOW CENTER LINE
12" WSB - 12" WHITE STOP BAR
4" WL - 4" WHITE LINE
WPA - WHITE PAINTED ARROW
YIELD LINE - 2' TRIANGLE BASE, 3' TRIANGLE HEIGHT, 1' SPACE
T T
T
4" YCL
YIELD LINE
STOP
04-03
31-0552
04-05 31-0520
04-02 31-0520
4" YCL
YIELD LINE
12" WSB
4" YCL
YIELD LINE
4" YCL
YIELD LINE
12" WSB
04-09 31-0520
04-08
31-0552 STOP
04-07 31-0520
SPEED
LIMIT
EXISTING
SIGN TO
REMAIN
SPEED
LIMIT
EXISTING
SIGN TO
REMAIN
PROPOSED CONC. WALK
PROPOSED CONC. WALK
B
04-04 41-4832 41-2607
04-01 41-4832 41-2607
04-06 41-4832 41-2607
04-10 41-4832 41-2607
Research Parkway Po nd V ie w
D riv e
4" YCL
YIELD LINE
04-14
31-0552 STOP
12" WSB
YIELD LINE
04-13 31-0520
04-12 31-0520
SPEED
LIMIT
EXISTING
SIGN TO
REMAINSTOP
EXISTING
SIGN TO
REMAIN
4" YCL
PROPOSED CONC. WALK
B
04-11 41-4832 41-2607
04-15 41-4832 41-2607
SPM-04
SIGNING AND
PAVEMENT
MARKING PLAN 04
1"=40'
SBL
SBL
CJL
2100935 6/6/2024
M
AT
C H
M
AR
K
ST
A.
3+
M
ATC
H M
AR
K STA. 85+50
M
AT
C H
M
AR
K
ST
A.
5+
M
ATC
H M
AR
K STA. 97+50
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
ER
ID
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CAD File:
TR_CP_0079_0247_SPM
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2024 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
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116 WASHINGTON AVE
(203) 234-7862
NORTH HAVEN, CT 06473
PAVEMENT MARKING ABBREVIATIONS: LEGEND:
4" YCL - 4" YELLOW CENTER LINE
12" WSB - 12" WHITE STOP BAR
4" WL - 4" WHITE LINE
WPA - WHITE PAINTED ARROW
YIELD LINE - 2' TRIANGLE BASE, 3' TRIANGLE HEIGHT, 1' SPACE
T BAR TYPE CROSSWALK (16" BAR, 24" SPACE,
8' WIDTH) - TOWN MAINTAINED
DOUBLE POST MOUNTED SIGN
SINGLE POST MOUNTED SIGN
SINGLE POST MOUNTED SIGN, BACK-TO-BACK
SINGLE POST MOUNTED SIGN, WITH 3 REGULATORY SIGNS
B
INTERSECTION CROSSING
MARKINGS - TOWN MAINTAINEDB
Research Parkway De er fie ld
La ne
31-0552
YIELD LINE
05-02 31-0520
4" YCL
4" YCL
12" WSB
05-04
31-0552 STOP 05-05
31-0520
4" YCL
4" YCL
12" WSB
4" YCL
4" YCL
12" WSB
05-09
31-0552 STOP
05-10 31-0520
05-07 31-0520
05-13
31-0552 STOP
05-14 31-0520
05-12 31-0520
05-18 31-0520
05-17 31-0520
STOP
YIELD LINE
4" YCL
4" YCL
EXISTING
SIGNS TO BE
REMOVED
300 FEET
AHEAD
EXISTING
SIGNS TO BE
REMOVED
300 FEET
AHEAD
EXISTING
SIGN TO
REMAIN
4" YCL
12" WSB
05-20
31-0552 STOP
05-22 31-1188
05-19 31-1177
ACCESSIBLE PARKING SPACE SYMBOL (TYP.)
B
YIELD LINE
YIELD LINE
YIELD LINE
YIELD LINE
YIELD LINE
YIELD LINE
YIELD LINE
B
B B
B
04-15
41-4832
41-2607
05-01 41-4832 41-2607
05-03 41-4832 41-2607
05-06 41-4832 41-2607
05-08 41-4832 41-2607
05-11 41-4832 41-2607
05-16 41-4832 41-2607
05-21 41-4832 41-2607
05-15 41-4832 41-2607
Research Parkway
M er id en
W al lin gf or d
To w n Li ne
To w n Li ne
4" YCL
05-33
31-0552 STOP
05-30 31-0520
4" YCL
SPEED
LIMIT
RADAR
STRICTLY
ENFORCED
EXISTING
SIGNS TO
REMAIN
05-28
31-0552 STOP
BIKE ROUTE
05-40 51-1356 51-1354
END
05-29 31-1119
05-26 31-1177
05-25 31-1119
05-27 31-1188
05-44
31-0552 STOP
05-43 31-1119
05-42 31-1177
05-41 31-1188
05-39 31-1119
05-36 31-1188
05-35 31-1177
05-37 31-1119
05-38 31-0662 31-0648
05-23 31-1119
05-34 31-0520
12" WSB
12" WSB
12" WSB
05-24 31-0662 31-0648
2'-4" WL (TYP.)
2'-4" WL (TYP.)
2'-4" WL (TYP.)
2'-4" WL (TYP.)
ACCESSIBLE PARKING SPACE SYMBOL (TYP.)
WPAWPA
ACCESSIBLE PARKING SPACE SYMBOL (TYP.)
WPA
WPA
10'
.4
10'
.4
8' 9'
(TYP.)
9'
TYP.
9'
(TYP.)
9'
(TYP.)
8'B
YIELD LINE
YIELD LINE
05-31 41-4832 41-2607
05-32 41-4832 41-2607
SPM-05
SIGNING AND
PAVEMENT
MARKING PLAN 05
1"=40'
SBL
SBL
CJL
2100935 6/6/2024
M
AT
C H
M
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K
ST
A.
+5
M
ATC
H M
AR
K STA. 109+50
M
AT
C H
M
AR
K
ST
A.
7+
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
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Sheet No.
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CAD File:
TR_CP_0079_0247_SPM
6/ 6/
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2024 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
RE
SE
A
RC
H
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RK
W
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116 WASHINGTON AVE
(203) 234-7862
NORTH HAVEN, CT 06473
4" YCL - 4" YELLOW CENTER LINE
12" WSB - 12" WHITE STOP BAR
4" WL - 4" WHITE LINE
WPA - WHITE PAINTED ARROW
YIELD LINE - 2' TRIANGLE BASE, 3' TRIANGLE HEIGHT, 1' SPACE
PAVEMENT MARKING ABBREVIATIONS: LEGEND:
T BAR TYPE CROSSWALK (16" BAR, 24" SPACE,
8' WIDTH) - TOWN MAINTAINED
DOUBLE POST MOUNTED SIGN
SINGLE POST MOUNTED SIGN
SINGLE POST MOUNTED SIGN, BACK-TO-BACK
SINGLE POST MOUNTED SIGN, WITH 3 REGULATORY SIGNS
B
INTERSECTION CROSSING
MARKINGS - TOWN MAINTAINED
D2 (SD3)
D3 (SD4)
SD2SD1
D4A
D4A
D4A D4C
D4B
D4B
D1 D1 D1
P
P
P
P
P
P
D4D
CB
CB
CB
CB CB
CB
CB
CONC. WALK
CONC. WALK
C O
N C . W
A
LK
C O
N C . W
A
LK
A
PPR
O X . R
.O .W
A
PP
R O
X
R .O
.W
APPROX. R.O.W.
R
ES
EA
R C H
PA
R K W
A Y
LIN
EA
R
TR
A
IL
EAST MAIN ST.
EAST MAIN ST.
R
ES
EA
R
C H
P A
R K
W A
Y
12'
12'
12'
12' 12'
12'
11' 12'12'
12'
12'
P
P
D2 (SD5)
D2 (SD6)
INTERSECTION # 79-906
ENERGY BY - CITY
MAINT LEVEL
ADDRESS #
0079-0247
REV #
TCS-01
TRAFFIC CONTROL
SIGNAL PLAN
I N T E R V A L S
F
A
C
E
MOVEMENT DIAGRAM
REVISION DESCRIPTION
APPROVED DATE
SIGNAL REVISED: _______SM # ___________REV # __
PHASE 3 PHASE 4 PHASE 5 PHASE 6PHASE 2PHASE 1 PHASE 7 PHASE 8 PRE-EMPTION 1
GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CLFLASH
NTOR
PED CLR
VEH EXT
MAX 1
MAX 2
YELLOW
RED
ADD INIT
MAX INIT
TBR
TTR
MIN GAP
MIN GRN
WALK
MODE
DRAWN BY
CHECKED BY
SUBMITTED BY
APPROVED BY
NO. DATE SCALE 1" = 40'
TECHNICAL NOTES
ELECTRICAL DESIGN
OFFICE RECORD
DATE PLOTTED :
TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
GRN CL CL
TIR # ___________
INIT START
TRAFFIC DESIGN
ENGINEER
DI
IV
SI
ON
FO
TRAFFIC ENGINEERING
R Y G
SIGNAL FACES
12" R
Y
G
Y Y Y R4
MIN
MAX 60.0
9.0 2,3,4
20.0
34.0
4.0
4.0
2.0
P OFF
NON-LOCK MIN. RECALL NON-LOCK OFF
THIS PHASE
OFF OFF OFF
STANDARD OVERLAP SKIP FEATURES APPLY
PHASE 2 DETECTORS TO BE INOPERATIVE AS PHASE DETECTORS DURING COORDINATION, DETECTORS SHALL FUNCTION
AS SYSTEM DETECTORS DURING COORDINATION OPERATION.
* TIME FOR VEH. TO CLEAR INT. WITH 120 SEC. MAX.
PHASE 2 TO FOLLOW PHASE 8. HARDWIRE CLOSED LOOP SYSTEM, ACTUAL CYCLE LENGTH, SPLIT & OFFSET TO BE
DETERMINED BY MASTER COMPUTER.
INTERVALS SHOWN REFLECT OFF LINE TIMING.
COORDINATION TYPE: CLOSED LOOP
PHASE DIAGRAM
12"
12"
R
Y Y
G
PRE-EMPTION SETTINGS
PRIORITY
DET. LOCK
ALT. MIN. GRN
DELAY
ALT. YELLOW
ALT. RED
ALT. PED. CLR.
HOLD GREEN
HOLD YELLOW
HOLD RED
HOLD PHASE
EXIT PHASE
EXIT CALL
NO
YES
3.0 2.0
1,2,4
PARENT
PARENT
PRE-EMPT
NON-LOCK
CITY OF MERIDEN
DEPARTMENT OF PUBLIC
WORKS/ ENGINEERING
R R R G Y R R R R
R R R
DETECTORS
SIZE (WXL)IDENT TURNS MODE
D1
D2
D4A
D4B D4C
6'x6' PRESENCE
6'x6' PRESENCE
6'x6' PRESENCE
6'x9' PRESENCE
6'x13' PRESENCE
D4D 6'x20' PRESENCE
MAX 1
FUNCTION TIME
PROGRAM
DAYS CYCLE
OFFSET
SEC %
EAST MAIN STREET
AT
RESEARCH PARKWAY
MERIDEN
34.0
3.0 1.0
5.0 3.0
1500-1800MAX 2
ALL OTHERSCYCLE 1
0900-1100CYCLE 2 M-F
1500-1800CYCLE 3 M-F
ALL OTHER TIMES
SPN. 0079-0247: SIGNAL UPGRADE TO ACCESSIBLE PEDESTRIAN SIGNALS AND MINOR SIGNAL PLAN
Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8 Ø SEC
PHASE SPLITS SEC / % PERIOD
PERMIS
GRN CL CL
R R R
G G G
30.0 4.0
Y
R
GG
3.0 1.0
5.0 3.0
R R R
R
RG Y
YG
RG Y
7.0
13.0
3.0
3.0
1.0
20.0
W0DW
CL
R R
Y R R R
R R R R
GRN CL
G
R
7.0
40.0 5.0
3.0
SERVICE - SNET #2836
Ø2
Ø1
SD
PEDESTRIAN SIGNAL FACE
TRAFFIC SIGNAL FACE
VIDEO DETECTOR
OPTICAL DETECTOR
SYSTEM DETECTOR
EXISTING CONTROLLER
PROPOSED HANDHOLE
DET. LEADS IN SAW CUT
AUXILIARY TERMINATION CABINET
AUXILIARY EQUIPMENT CABINET
AUDIO DETECTOR
GUY WIRE
LOOP DETECTOR
MAGNETIC DETECTOR
WIRELESS SENSOR
WIRELESS RECEIVER
PROPOSED CONTROLLER
EXISTING HANDHOLE
EXISTING RMC (RIGID METAL CONDUIT)
PROPOSED RMC (RIGID METAL CONDUIT)
VIDEO DETECTION ZONE
VIDEO CAMERA CABLEVC
WIRELESS TRANSCEIVER
WIRELESS RADIO ASSEMBLY
G
N/A079-906-A 22" N/A
ID #
CAMERA
BRACKET
LENGTH
YEAR
INSTALLED
SPAN POLE INFORMATION
VERTICAL
RISER FOR
CAMERABOLT CIRCLE
34'
POLE
LENGTH
R R
SYSTEM LOC
MASTER
CONSTRUCTION NOTES:
3.0 2.0
LEGEND:
WO/
R,Y,G
Y
DON'T WALK
FLASHING
RED ARROW
YELLOW ARROW
GREEN ARROW
D.W.
FL.
R
WALK/PED. CLR
RED, YEL, GRN
CITY SIGNAL
DIRECTIONAL ARW. FOR PUSH BUTTON
PEDESTRIAN PUSH BUTTON & SIGN
PEDESTAL MOUNTING
PROPOSED WOOD SPAN POLE
EXISTING WOOD SPAN POLE
PROPOSED STEEL MAST ARM
PROPOSED UTILITY POLE
EXISTING UTILITY POLE
PROPOSED STEEL MAST ARM & LUMINAIRE
79-234
79-905
79-907
79-233
79-908
79-906
NOTES:
1. RATE OF FLASH SHALL BE NOT LESS THAN 50 NOR MORE THAN 60 TIMES PER MINUTE.
2. MANUAL OPERATION SHALL NOT UNDULY INTERFERE WITH ARTERY TRAFFIC.
3. BOTTOM OF SIGNAL FACES TO BE NOT LESS THAN 16' NOR MORE THAN 17' ABOVE THE HIGHWAY PAVEMENT.
4. CONTROLLER TO EXIT FLASH TO PHASE 2.
5. SEE SIGNING AND PAVEMENT MARKING PLANS FOR ADDITIONAL INFORMATION.
6. CITY OF MERIDEN TO MAINTAIN PAVEMENT MARKINGS ON EAST MAIN STREET AND RESEARCH PARKWAY.
7. CITY OF MERIDEN OWNS AND MAINTAINS PRE-EMPTION EQUIPMENT.
BAR TYPE CROSSWALK (16" X 24" X 8') - TOWN MAINTAINED
3 4 4
R
R
R R
R
R
R R
R
R
R R
DW
4 0.1 4 0.1
7/10 18/23 3.0
1.0
DW
18.0 7.0
0.1
10.0
25.0
4.0
4.0
1.0
30.0
ON / OMIT
SD1
SD2
6'x6'
6'x6'
PRESENCE
PRESENCE
FREE UP
FLASH
FUTURE
2300-0600
M-F
M-F
ALL
Ø3
Ø4
H
ALL TRAFFIC SIGNAL EQUIPMENT IS EXISTING, EXCEPT AS NOTED.
STAKE ALL R.O.W. PRIOR TO EXCAVATION, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
ANY PROPOSED REVISIONS TO THE LOCATION OF APPURTENANCES SHOWN ON THE PLAN MUST BE
SUBMITTED FOR REVIEW AND APPROVAL BY THE CITY OF MERIDEN PRIOR TO INSTALLATION.
THE LOCATION OF THE TRAFFIC SIGNAL FOUNDATIONS WHEN IN OR ADJACENT TO SIDEWALKS SHALL BE VERIFIED PRIOR TO INSTALLATION TO PROVIDE A FREE PATH OF NOT LESS THAN 4 FEET. IF A MINIMUM 4 FOOT FREE PATH IS UNAVAILABLE, NOTIFY THE ENGINEER AND CONTACT THE CITY OF MERIDEN.
REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION.
COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LIST IN THE SPECIAL PROVISION, 1.07 -
LEGAL RELATIONS AND RESPONSIBILITIES.
CLEAN EXISTING CONDUIT TO BE PAID FOR UNDER ITEM #1008908A - CLEAN EXISTING CONDUIT.
INSTALL APS PUSH-BUTTON AND COUNTDOWN PEDESTRIAN SIGNAL HEAD ON EXISTING PEDESTAL. COIL EXISTING SIGNAL CABLE TO BE RE-USED AND RE-INSTALLED TO NEW PEDESTRIAN PUSH BUTTON ASSEMBLY AND SIGNAL. EXISTING PEDESTRIAN SIGNAL HEAD AND PUSH-BUTTON TO BE REMOVED.
INSTALL TWO (2) APS PUSH-BUTTONS AND TWO (2) COUNTDOWN PEDESTRIAN SIGNAL HEADS ON EXISTING SPAN POLE. COIL EXISTING SIGNAL CABLE TO BE RE-USED AND RE-INSTALLED TO NEW PEDESTRIAN PUSH BUTTON ASSEMBLIES AND SIGNALS. EXISTING PEDESTRIAN SIGNAL HEADS AND
PUSH-BUTTON TO BE REMOVED.
P P
PP
P P
P P
P
SOLID - OVERLAP
HAND/PERSON
9"
EXISTING 2" RMC, 2-14/2
EXISTING 2" RMC, 14/7
EXISTING 2" RMC,
14/7, 3-14/2
EXISTING 2" RMC, 14/7
EXISTING 2" RMC, 2-14/7
EXISTING 2" RMC, 4-14/2
EXISTING 2" RMC, 2-14/2
EXISTING 3" RMC, 2-14/7, 4-14/2
EXISTING 1" RMC, 2-#8
SERVICE
EXISTING 3" RMC, 14/21,
3-14/7, 3-14/2, 20/3, INSTALL 14/7
EXISTING 2" RMC, 2-14/2
EXISTING 2" RMC, 12 PAIR #16 INTERCONNECT CABLE
EXISTING 2" RMC, 14/7
ELECTRICAL CALLOUTS FOR SPAN WIRE
EXISTING 14/7 EXISTING 14/7, 3-14/2
EXISTING 14/9, 14/7, 3-14/2
EXISTING 14/9, 2-14/7,
3-14/2
EXISTING 14/15, 14/9,
2-14/7, 3-14/2
EXISTING 14/15, 14/9, 2-14/7,
3-14/2, 20/3
EXISTING 14/15, 14/9, 2-14/7,
14/5, 3-14/2, 20/3
EXISTING 14/21, 2-14/7,
3-14/2, 20/3
EXISTING 079-906-A
SNET #6982 SNET #3279
SNET #6982
SNET #3279
J
J J
J
SNET #6064
SIGN LEGEND
A EXISTING 31-0219
B EXISTING 41-4442
AB
L
L
SNET #2836
EXISTING 2" RMC, 2-14/2
H
EXISTING 2" RMC, 2-14/2
PARENT
REVISIONS.
T
T
T
TEXISTING OVERHEAD 12
PAIR #16 INTERCONNECT
CABLE AND FIRE ALARM
CABLE
A
L
L
J
D1 D1 D1
D2
D2A
D5B
D5B
D5B
D5A
D5A
D5A
PP
PP
P P
CB
CONC. WALK
CB
CB
CB
CB
CB
CB
CB
CB CB CB
CONC. WALK
APPROX. R.O.W.
RESEARCH PARKWAY
APPROX. R.O.W.
APPROX. R.O.W.
APPROX. R.O.W.
RESEARCH PARKWAYLINEAR TRAIL
RESEARCH PARKWAY
LINEAR TRAIL
RESEARCH PARKWAY
M U
R D
O C
K A
V
EN
U E
12'
12'
11' 9'
12'
10'
12'
INTERSECTION # 79-213
ENERGY BY - CITY
MAINT LEVEL
ADDRESS #
0079-0247
REV #
TCS-02
TRAFFIC CONTROL
SIGNAL PLAN
I N T E R V A L S
F
A
C
E
MOVEMENT DIAGRAM
REVISION DESCRIPTION
APPROVED DATE
SIGNAL REVISED: _______SM # ___________REV # __
PHASE 3 PHASE 4 PHASE 5 PHASE 6PHASE 2PHASE 1 PHASE 7 PHASE 8 PRE-EMPTION 1
GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CLFLASH
NTOR
PED CLR
VEH EXT
MAX 1
MAX 2
YELLOW
RED
ADD INIT
MAX INIT
TBR
TTR
MIN GAP
MIN GRN
WALK
MODE
DRAWN BY
CHECKED BY
SUBMITTED BY
APPROVED BY
NO. DATE SCALE 1" = 40'
TECHNICAL NOTES
ELECTRICAL DESIGN
OFFICE RECORD
DATE PLOTTED :
TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
GRN CL CL
TIR # ___________
INIT START
TRAFFIC DESIGN
ENGINEER
DI
IV
SI
ON
FO
TRAFFIC ENGINEERING
R Y G
ALL TRAFFIC SIGNAL EQUIPMENT IS EXISTING, EXCEPT AS NOTED.
STAKE ALL R.O.W. PRIOR TO EXCAVATION, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
ANY PROPOSED REVISIONS TO THE LOCATION OF APPURTENANCES SHOWN ON THE PLAN MUST BE
SUBMITTED FOR REVIEW AND APPROVAL BY THE CITY OF MERIDEN PRIOR TO INSTALLATION.
THE LOCATION OF THE TRAFFIC SIGNAL FOUNDATIONS WHEN IN OR ADJACENT TO SIDEWALKS SHALL BE VERIFIED PRIOR TO INSTALLATION TO PROVIDE A FREE PATH OF NOT LESS THAN 4 FEET. IF A MINIMUM 4 FOOT FREE PATH IS UNAVAILABLE, NOTIFY THE ENGINEER AND CONTACT THE CITY OF MERIDEN.
REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION.
COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LIST IN THE SPECIAL PROVISION, 1.07 -
LEGAL RELATIONS AND RESPONSIBILITIES.
CLEAN EXISTING CONDUIT TO BE PAID FOR UNDER ITEM #1008908A - CLEAN EXISTING CONDUIT.
INSTALL APS PUSH-BUTTON AND COUNTDOWN PEDESTRIAN SIGNAL HEAD ON EXISTING PEDESTAL. COIL EXISTING SIGNAL CABLE TO BE RE-USED AND RE-INSTALLED TO NEW PEDESTRIAN PUSH-BUTTON ASSEMBLY AND SIGNAL HEAD. EXISTING PEDESTRIAN SIGNAL HEAD AND PUSH-BUTTON TO BE REMOVED.
INSTALL TWO (2) APS PUSH-BUTTONS AND TWO (2) COUNTDOWN PEDESTRIAN SIGNAL HEADS ON EXISTING MAST ARM. COIL EXISTING SIGNAL CABLE TO BE RE-USED AND RE-INSTALL TO NEW PEDESTRIAN
PUSH-BUTTON ASSEMBLIES AND SIGNAL HEADS. EXISTING PEDESTRIAN SIGNAL HEADS AND
PUSH-BUTTON TO BE REMOVED.
SIGNAL FACES
12" R
Y
G
SOLID - OVERLAP
HAND/PERSON
9"
Y Y Y Y4
MIN
MAX 40.0
9.0 2,3,4,5
9.0
25.0
4.0
3.0
2.0
P OFF
NON-LOCK MIN. RECALL NON-LOCK OFF
THIS PHASE
OFF OFF OFF
STANDARD OVERLAP SKIP FEATURES APPLY
* TIME FOR VEH. TO CLEAR INT.
PHASE 2 ON TO OMIT PHASE 1.
COORDINATION TYPE: NONE
PHASE DIAGRAM
12"
12"
R
Y Y
G
PRE-EMPTION SETTINGS
PRIORITY
DET. LOCK
ALT. MIN. GRN
DELAY
ALT. YELLOW
ALT. RED
ALT. PED. CLR.
HOLD GREEN
HOLD YELLOW
HOLD RED
HOLD PHASE
EXIT PHASE
EXIT CALL
NO
YES
3.0 2.0
NONE
PARENT
PARENT
PRE-EMPT
NON-LOCK
R R R G G G G G G
R R R
DETECTORS
SIZE (WXL)IDENT TURNS MODE
D1
D2, D2A
D5A
D5B
6'x6' PRESENCE
6'x9' PRESENCE
6'x6' PRESENCE
6'x8' 6" DELAY
MAX 1
FUNCTION TIME
PROGRAM
DAYS CYCLE
OFFSET
SEC %
RESEARCH PARKWAY
AT
MURDOCK AVENUE
MERIDEN
35.0
3.0 1.0
5.0 3.0
1500-1800MAX 2
M-F
ALL OTHER TIMES
SPN. 0079-0247: SIGNAL UPGRADE TO ACCESSIBLE PEDESTRIAN SIGNALS AND MINOR SIGNAL PLAN
Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8 Ø SEC
PHASE SPLITS SEC / % PERIOD
PERMIS
GRN CL CL
R R R
G G G
15.0 4.0
Y
R
GG
3.0 1.0
5.0 3.0
G Y R
R
RG Y
YG
RG Y
4.0
12.0
3.0
2.0
1.0
15.0
W0DW
CL
R R
R R R R
R R R R
GRN CL
R
R
7.0
25.0 5.0
3.0
SERVICE - ELECT. MH
Ø2
Ø1
SD
PEDESTRIAN SIGNAL FACE
TRAFFIC SIGNAL FACE
VIDEO DETECTOR
OPTICAL DETECTOR
SYSTEM DETECTOR
EXISTING CONTROLLER
PROPOSED HANDHOLE
DET. LEADS IN SAW CUT
AUXILIARY TERMINATION CABINET
AUXILIARY EQUIPMENT CABINET
AUDIO DETECTOR
GUY WIRE
LOOP DETECTOR
MAGNETIC DETECTOR
WIRELESS SENSOR
WIRELESS RECEIVER
PROPOSED CONTROLLER
EXISTING HANDHOLE
EXISTING RMC (RIGID METAL CONDUIT)
PROPOSED RMC (RIGID METAL CONDUIT)
VIDEO DETECTION ZONE
VIDEO CAMERA CABLEVC
WIRELESS TRANSCEIVER
WIRELESS RADIO ASSEMBLY
G
N/A079-213-A 65' N/A
ID #
CAMERA
BRACKET
LENGTH
MAST ARM INFORMATION
CAMERA
BRACKET
ORIENTATIONARM LENGTH
N/A
APPROX. ARM
ATTACHMENT
HEIGHT
R R
SYSTEM LOC
MASTER
CONSTRUCTION NOTES:
3.0 2.0
LEGEND:
WO/
R,Y,G
Y
DON'T WALK
FLASHING
RED ARROW
YELLOW ARROW
GREEN ARROW
D.W.
FL.
R
WALK/PED. CLR
RED, YEL, GRN
DIRECTIONAL ARW. FOR PUSH BUTTON
PEDESTRIAN PUSH BUTTON & SIGN
PEDESTAL MOUNTING
PROPOSED WOOD SPAN POLE
EXISTING WOOD SPAN POLE
PROPOSED STEEL MAST ARM
PROPOSED UTILITY POLE
EXISTING UTILITY POLE
PROPOSED STEEL MAST ARM & LUMINAIRE
R
R
R R
R
R
R R
R
R
R R
4.0 0.1
4.0 0.1
7/10 13/23 3.0
1.0
DW
13.0 7.0
4.0 0.1
7.0
10.0
3.0
2.0
1.0
20.0
ON / OMIT
FLASH
FLASH
0001-0600
0001-0900
M-F
SAT-SUN
Ø3
Ø4
N/A
3,4
R5 R R R R R R Y RGR R R
DW
R R R
YEAR
INSTALLED
VERTICAL
RISER FOR
CAMERA
1 3,4
H
P
P P
P P
P
P P
P
EXISTING 2" RMC, 2-14/2
EXISTING 2" RMC, 14/2
EXISTING 2" RMC, 14/7, 2-14/2
EXISTING 2" RMC, 14/2
EXISTING 2" RMC, 2-14/7, 2-14/2
EXISTING 2" RMC, 2-#8 SERVICE
EXISTING 2" RMC, 2-14/7, 2-14/2
EXISTING 2-2" RMC, 2-14/7
EXISTING 2-2" RMC, 14/15, 14/9, 3-14/7, 20/3, INSTALL 14/7
ELECTRICAL CALLOUTS FOR MAST ARM
EXISTING 14/15, 14/9, 14/7, 20/3
EXISTING 14/15, 14/9, 20/3
EXISTING 14/15, 14/9
EXISTING 14/9
EXISTING 079-213-A
CITY OF MERIDEN
DEPARTMENT OF PUBLIC
WORKS/ ENGINEERING
CITY SIGNAL
SIGN LEGEND
A
ONLY
EXISTING 31-0222
AA
EXISTING 2" RMC, 14/2
REVISIONS.
J
K
K J
J J
NOTES:
1. RATE OF FLASH SHALL BE NOT LESS THAN 50 NOR MORE THAN 60 TIMES PER MINUTE.
2. MANUAL OPERATION SHALL NOT UNDULY INTERFERE WITH ARTERY TRAFFIC.
3. BOTTOM OF SIGNAL FACES TO BE NOT LESS THAN 16' NOR MORE THAN 17' ABOVE THE HIGHWAY PAVEMENT.
4. CONTROLLER TO EXIT FLASH TO PHASE 2.
5. SEE SIGNING AND PAVEMENT MARKING PLANS FOR ADDITIONAL INFORMATION.
6. CITY OF MERIDEN TO MAINTAIN PAVEMENT MARKINGS ON MURDOCK AVENUE AND RESEARCH PARKWAY.
7. CITY OF MERIDEN OWNS AND MAINTAINS PRE-EMPTION EQUIPMENT.
BAR TYPE CROSSWALK (16" X 24" X 8') - TOWN MAINTAINEDT
3,4
K
CL&P #2561
EV # 2459
EV #2459
H
T
T
T
EXISTING EASEMENT LINE
EXISTING EASEMENT LINE
J
PT
0.3 M
M R
PT
0.1 M
M R
PT
0.0 M
1"=40'
CLM
2100935
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
ER
ID
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A
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LEGEND
EN-01
AREAS OF
ENVIRONMENTAL
CONCERN PLAN 01
MAV
PT
0.4 M
M R
PT
0.5 M
M
RPT
0.6 M
M R
PT
0.7 M
1"=40'
CLM
2100935
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
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N o.
Title
M
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2025 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
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355 Research Parkway
(203) 630-1406 Meriden, CT 06450
2100935 04/09/2025
M
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7+
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M
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AR
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H M
AR
K STA. 51+50 - SEE SH
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. SP-03
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R
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EA
R
C H
P
KW
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EN-02
AREAS OF
ENVIRONMENTAL
CONCERN PLAN 02
MAV
PT
0.9 M
M R
PT
1.0 M
M R
PT
1.1 M
1"=40'
CLM
2100935
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
ER
ID
EN
, C O
N N
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A
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Sheet No.
Xr ef
(s
BD
; X
R2
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; X L2
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CAD File:
EN210093501
4/ 7/
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R, G
JO
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\0
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1.
D
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2025 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
La nd
S ur ve yi ng En vi ro nm en ta l
En gi ne er in g
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A
IL
355 Research Parkway
(203) 630-1406 Meriden, CT 06450
2100935 04/09/2025
M
AT
C H
M
AR
K
ST
A.
1+
M
ATC
H M
AR
K STA. 62+50
M
AT
C H
M
AR
K
ST
A.
2+
M
ATC
H M
AR
K STA. 73+50 - SEE SH
EET N
O
. SP-04
RESEARCH PARKWAY
M U
R D
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EA
R
C H
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KW
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EN-03
AREAS OF
ENVIRONMENTAL
CONCERN PLAN 03
MAV
PT
1.2 M
M R
PT
1.3 M
M R
PT
1.4 M
M R
PT
1.5 M
M R
PT
1.6 M
1"=40'
CLM
2100935
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
ER
ID
EN
, C O
N N
EC
TIC
UT
RE
SE
A
RC
H
PA
RK
W
A Y
LI
N
EA
R
TR
A
IL
Sheet No.
Xr ef
(s
BD
; X
R2
XY
; X L2
TR
_C B_
_0
7_
SP
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CAD File:
EN210093501
4/ 7/
, J D
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O C
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R, G
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1.
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2025 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
La nd
S ur ve yi ng En vi ro nm en ta l
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355 Research Parkway
(203) 630-1406 Meriden, CT 06450
2100935 04/09/2025
M
AT
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M
AR
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ST
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3+
M
ATC
H M
AR
K STA. 85+50
M
AT
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M
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K
ST
A.
5+
M
ATC
H M
AR
K STA. 97+50 - SEE SH
EET N
O
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RESEARCH PARKWAY
RESEARCH PARKWAY
PO
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EA
R
C H
P
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EN-04
AREAS OF
ENVIRONMENTAL
CONCERN PLAN 04
MAV
PT
1.7 M
M R
PT
1.8 M
M R
PT
1.9 M
M R
PT
2.0 M
EN-05
AREAS OF
ENVIRONMENTAL
CONCERN PLAN 05
1"=40'
MAV
MAV
CLM
2100935
Designed
Reviewed
Project No.
Scale
Drawn
Date
D es c.
RE
V
IS
IO
N
S D at e
N o.
Title
M
ER
ID
EN
, C O
N N
EC
TIC
UT
RE
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A
RC
H
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RK
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Sheet No.
Xr ef
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BD
; X
R2
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; X L2
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_C B_
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SP
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CAD File:
EN210093501
4/ 7/
, J D
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R, G
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\0
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W G
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1.
D
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2025 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
La nd
S ur ve yi ng En vi ro nm en ta l
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