HomeMy WebLinkAboutLogan Avenue ASCT Plans As_advertisedw
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US 63/LOGAN
IOWA81i
ONE CALL
All roads will be open to through traffic during
construction. Local traffic to adjacent properties will be
maintained.
Pedestrian access on the existing sidewalks shall be
maintained at all times.
All traffic control within the limits of this project shall
conform to 2009 Iowa "Manual on Uniform Traffic
Control Devices for Streets and Highways". Traffic
control devices, procedures, layouts, signing, and
pavement markings installed within the Highways shall
be as adopted by the Department per 761 of the Iowa
Administrative Code (IAC) Chapter 130.
W Airline Fiwy
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e Park
East
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reenbelt
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E Donald St
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Sar- Marna Dr
NO SCALE
Conger St
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LOCATION
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st
Waterloo
QC
E S a r1 e
Newell St
EvansdaIe
IOWADOT
PLANNING, PROGRAMMING, AND MODAL DIVISION
URBAN ROAD SYSTEM
CITY OF WAT-�L00
D) D
_ACK HAWK COUNTY
US 63/LOGAN AVENUE ADAPTIVE TRAFFIC SIGNALS
FROM CONGER STREET TO DONALD STREET
TRAFFIC SIGNALS
SCALES AS NOTED
Hwy 63/
Logan &
Esther
Hwy 63/
Logan &
Parker
Hwy 63 / Mullan
& Newell
/Conger
PROJECT INTERSECTIONS
TOTAL
11
PROJECT NUMBERS
IOWA DOT PROJECT NUMBER
ICAAP—SWAP-8155(781)--SH-07
CITY PROJECT NUMBER
TOF-299
Refer to Proposal Form for list of applicable specifications
INDEX OF SHEETS
NUMBER
DESCRIPTION
A.01
COVER SHEET
A.02
LEGEND AND UTILITY CONTACTS
A.03
TRAFFIC CONTROL
6.01
ESTIMATED QUANTITIES
C.01
TYPICALS
D.01
TRAFFIC CONTROL
E.01 TO E.05
INSTALLATION PLANS
Barry Thede, Iowa DOT District 2 Waterloo Office
Maintenance Supervisor, must be informed by
Contractor at least 48 hours before start of
construction activities within DOT rightof way.
Phone Number. 319-233-5055
m+rrrnp
A RET H. , G''
e z : MENARD i Z'_
% '• 24540 / i� 3
$/18/202';+
�/IIIIIII*M My
I hereby certify that this engineering document was
prepared under my personal supervision and that I
am a duly licensed Professional Engineer under the
laws of the State of Iowa
License Number: P24540
My license renewal date is: December 31, 2023
Pages or sheets covered by this seal: All Sheets
CITY OF WATERLOO
ICAAP-SWAP-8155(781)--SH-07
COVER SHEET
SHEET NUMBER A.01
CITY OF WATERLOO
CITY FORESTER
(319) 291-4370
FIRE
(319) 291-4460, EMERGENCY 911
POLICE
(319) 291-4460, EMERGENCY 911
PUBLIC WORKS
(319)-291-4267
MET TRANSIT
(319)-234-5713
CITY OF WATERLOO LEISURE SERVICES
(319) 291-4370
CITY OF WATERLOO UTILITIES
SANITARY & STORM SEWER
(319) 286-5826
WATER
(319) 232-6280
IOWA ONE CALL
811
TRAFFIC OPERATIONS
(319) 291-4440
OTHER UTILITIES
AT&T
(319) 250-4085
AUREON
(515)-830-0445
CEDAR FALLS UTILITIES
(319)-268-5224
CENTURY LINK
(319) 226-3294
JOINT COMMUNICATIONS NETWORK
(319) 286-5491
MEDIACOM
(855) 633-4226, EXT. 354
MIDAMERICAN ENERGY (GAS)
(319)-291-4728
MIDAMERICAN ENERGY (ELECTRIC)
(319)-291-4725
UNITE PRIVATE NETWORKS
(515)-326-4237
WINDSTREAM COMMUNICATIONS
(319)-790-1464
NO UTILITY IMPACT IS EXPECTED ON THIS PROJECT, HOWEVER IN
CASE IT BECOMES NECESSARY TO DO WORK THAT IMPACTS
UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES
PRIOR TO BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR
SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY
MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, AND
STRUCTURES.
UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE
AND FOR INFORMATION ONLY AND MAY NOT BE ACCURATE OR
COMPLETE. NO UNDERGROUND WORK IS EXPECTED IN THIS
PROJECT, NEVERTHELESS THE CONTRACTOR IS REQUIRED TO
UTILIZE THE UTILITY ONE -CALL SERVICE AT (800) 292-8989
AT LEAST 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THE
PROJECT.
THE CONTRACTOR IS RESPONSIBLE TO OBSERVE ALL SAFETY
CODES WHEN WORKING OVERHEAD AND TO PROTECT ALL
OVERHEAD UTILITIES.
LI\D
O EXISTING MAST ARM POLE
REPLACE EXISTING VIDEO
DETECTION CAMERA WITH NEW
VIDEO DETECTION CAMERA
EXISTING TRAFFIC SIGNAL
CONTROL CABINET
,T
L
Tv R
T 0
L
-ND
ROW
SIG SIG SIG
w w w w w
SA SA
ST
ELE ELE ELE
G
G G
RIGHT OF WAY
TRAFFIC SIGNALS
FIBER OPTIC
WATER
SANITARY SEWER
STORM SEWER
ELECTRIC
GAS
TELEPHONE
CITY OF WATERLOO
ICAAP-SWAP-8155(781)--SH-07
LEGEND AND UTILITY CO\TACTS
SHEET \UV3EA.02
TECHNICAL NOTES:
1) The Contractor shall furnish all labor, equipment, and materials, and perform all required
operations to complete the work as per contract documents and to provide a completely
operational and working signal system. Unless otherwise modified by these Technical Notes,
all work including equipment, material, and installation, shall be in accordance with the
appropriate Iowa DOT standards. Where reference is made to the codes, standard
specifications, supplemental specifications, the safety orders, the general orders, the
standards, laws, and ordinances, it shall mean the version of the reference that is in effect on
the bid advertising date.
2) The Contractor shall comply with all of the standards listed below:
• National Electrical Safety Code.
• Specifications of the Underwriters Laboratories, Inc.
• TIA/EIA (Telecommunications Industry Association/Electronic Industries Alliance) 568
NTCIP (The National Transportation Communications for Intelligent Transportation
System Protocol).
3) The Contractor shall notify The Engineer in writing of any discrepancy or ambiguity as to the
intent or meaning of the Technical Notes before starting to work on that area. The Engineer will
supply the Contractor in writing with the intent. The decision of the Engineer shall be final and
conclusive.
4) The contract work shall comply with the applicable requirements of the Standard Specifications,
in particular Section 2423: Support Structures for Highway Signs, Luminaires, and Traffic
Signals Section 2525: Traffic Signalization, and Section 4189: Traffic Signal Equipment
5) Materials shall be of new stock. New materials shall be the products of approved suppliers and
manufacturers, approved by the Engineer. Miscellaneous electrical equipment and materials
shall be UL approved.
6) The controller shall be the latest model of Q-Free XN NEMA TS-2 Type 1 and fully compatible
with the Q- Free Kinetics system. Only the controllers and licenses are part of this project.
7) The controller shall readily connect to fiber optic traffic interconnect communication network to
connect to Kinetics. Network switch is already installed inside the cabinet and connected.
8) Video detection system (VDS), shall be a complete and working system. VDS shall be complete
with all the required components such as cables, in cabinet devices, cameras, mounting
hardware, etc.
9) VDS Shall be IP compatible (IP addressable and network compatible) and NEMA compatible
output to NEMA TS2 Type 1 controller with signal output for detection as NEMA loop detectors.
10) VDS shal Ibe capable of detecting vehicles on all approaches. The VDS shall be capable
of stop bar detection and at the same time detection at min of 500 feet upstream of the
stop bar. Each detection area in each lane must be programmable as an independent
detection area with an independent output.
11) VDS Camera assembly shall be mounted according to the manufacturer's
recommendations and shall include mounting hardware to directly install on the existing
riser already installed on the mast -arm pole. It shall be the Contractor's responsibility to
supply and install the required hardware matching the supplied VDS.
12) VDS Minimum roadway surface coverage shall be within 15 degree cone of camera vision
from camera lens axis measured from the camera mounting. It shall include software and
hardware to provide for defining stop bar detection area zones as small as 6 feet by 6 feet
or smaller, and defining large detection zones, minimum of five zones per lane, and
minimum of four lanes per camera. The VDS system shall be capable of and installed
ready for at least 64 independent detection zones with discrete channel assignments.
Detector features shall include count detection, presence and passage detection, label
displays, data gathering stations, and contrast loss detection. Image shall be able to be
calibrated for accurate distances. Fail-safe feature with fixed time, max time, or min time
selection; recognize contact lost and switch fall back to fail safe functions such as covered
lens, white -outs, etc.
13) VDS shall have user friendly and easy programming with Windows® 10 interface. The
camera assembly, including mountings, shall withstand 90 mph winds. Performing during
night hours with no ambient lighting. It shall have heating or features to ascertain full
operability in presence of snow and ice. Shall not fog.
14) The Contractor should provide all the software and hardware needed to program and run
the video detection system from both the cabinet, and remotely from Waterloo Traffic
Operations Center. Communication link will be through a fiber optic interconnection.
15) VDS shall have a minimum 2 year warranty. Housing shall be maintenance free. Shall not
cause adverse electronic effect on the controller operations. Shall operate at a mounting
height of 20 feet or less, and up to 35 feet or more. Self diagnostics of power -up and
reporting failures. The system shall be capable of recognizing vehicular travel/movement
directions. Desirable feature is power over Ethernet (PoE) between cabinet and camera.
Operating temperatures —30°F to 140°F Camera and camera assembly shall have
features or shall have been designed to reduce the need for manual cleaning of the
camera or enclosure.
CITY OF WATE
LOO
ICAAP-SWAP-8155(781)--SH-07
TECH\ICAL \OYES
SHEET \UV3EA.03
ESTIMATED PROJECT QUANTITIES*
ITEM
NUMBER
ITEM CODE
ITEM DESCRIPTION
UNIT
QUANTITY
1
2525-0000100
TRAFFIC SIGNALIZATION
LS
1
2
2528-8445110
TRAFFIC CONTROL
LS
1
3
2533-4980005
MOBILIZATION
LS
1
* NO CONSTRUCTION SURVEY IS NEEDED.
EXISTING CABINETS & CONTROLLERS & DETECTION CAMERAS
NO.
INTERSECTION WITH
CONTROLLER
IP ADDRESS
DESIGNATION
CABINET
TYPE
MAKE
MODEL
NUMBER
OF
CAMERAS
1
DONALD ST
121
TS2-TYPE 1
ECONOLITE
ASC/3
4
2
DALE ST
198
TS2-TYPE 1
ECONOLITE
ASC/3
4
3
ESTHER ST
118
TS2-TYPE 1
ECONOLITE
ASC/3
4
4
PARKER ST
114
113
TS2-TYPE 1
TS2-TYPE 1
ECONOLITE
ECONOLITE
ASC/3
ASC/3
4
4
5
NEWELL/CONGER ST
ESTIMATE REFERENCE INFORMATION
ITEM
NUMBER
ITEM CODE
DESCRIPTION
1
2525-0000100
TRAFFIC SIGNALIZATION:
A. REPLACING THE EXISTING TS2-TYPE 1 TRAFFIC SIGNAL CONTROLLERS
UNITS WITH Q-FREE XN ASCT CONTROLLERS AT ALL 5 INTERSECTIONS.
SALVAGED CONTROLLERS REMAIN PROPERTY OF THE CITY. THE CONTRACTOR
CAN CALL TRAFFIC OPERATIONS DEPARTMENT (319) 291-4440 TO PICKUP
THE CONTROLLERS ON THE DAY THEY ARE REMOVED OR MAY DELIVER THEM
TO TRAFFIC OPERATIONS DEPARTMENT AT 625 GLENWOOD STREET,
WATERLOO, IOWA 50703.
B. PROVIDE ASCT LICENSES AND KINETICS LISENSES FOR ALL 5 CONTROLLERS.
C. REPLACE EXISTING DISFUNCTIONAL VIDEO DETECTION SYSTEM WITH NEW
VIDEO DETECTION SYSTEM COMPATIBLE WITH ASCT.
D. PLACE NEW CAMERAS AT THE POSITION OF EXISTING CAMERAS.
E. INPUT BASELINE TIMINGS PROVIDED BY THE ENGINEER.
F. THIS ITEM INCLUDES ALL NECESSARY WORK AND LABOR AND MATERIAL
NEEDED FOR A COMPLETE WORKING AND FUNCTIONAL ASCT SYSTEM AND
SETTING UP COMMUNICATION TO/FROM KINETICS ATMS AT WATERLOO
TRAFFIC CONTROL CENTER 625 GLENWOOD STREET, WATERLOO, IOWA
50703.
G. PROVIDE THE ENGINEER WITH A BREAKDOWN OF ITEM PRICES FOR LUMP
SUM TRAFFIC SIGNALIZATION WHICH INCLUDES CONTROLLER UNIT PRICE
AND CAMERA SYSTEM UNIT PRICE PRIOR TO THE START OF CONSTRUCTION.
H. CONTRACTOR CAN STOCK PILE REMOVED EQUIPMENT AT THE PROJECT
LOCATION AND INFORM CITY TRAFFIC OPERATIONS DEPARTMENT TO PICK
THEM UP. ALTERNATIVELY, CONTRACTOR MAY BE ALLOWED TO DELIVER
THEM TO CITY TRAFFIC OPERATIONS DEPARTMENT AT 625 GLENWOOD
STREET. TO ARRANGE FOR PICKUP OR DELIVERY CONTACT (319) 291-4440.
2
2528-8445110
TRAFFIC CONTROL:
TRAFFIC CONTROL SHALL BE PER STANDARD ROAD PLANS TC-419 AND SHALL
CONFORM TO THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
FOR STREETS AND HIGHWAYS (MUTCD) AS ADOPTED BY STATE OF IOWA PER
761 OF THE IOWA ADMINISTRATIVE CODE CHAPTER 130.
3
2533-4980005
MOBILIZATION:
WILL BE PER IOWA DOT SPECIFICATIONS UNDER 2533.
CITY OF WATERLOO
ICAAP-SWAP-8155(781)--SH-07
ESTIVvATED QUANTITIES
SHEET NUV3E3.01
STOP BAR LOOPS
LOOP AT START OF
EXCLUSIVE TURN LANE
o
o
BACK LOOPS 1 0
O
300 FT
TYPICAL ADAPTIVE SYSTEM DETECTION LAYOUT
NO SCALE
_Ll 6
61
8'
7
FRONT LOOPS DIMENSIONS
NO SCALE
STOP BAR LOOPS
El El
LOOP AT START OF
TURN LANE
TYPICAL TWO WAY LEFT TURN LANE APPROACH
ADAPTIVE SYSTEM DETECTION LAYOUT
NO SCALE
NOTES:
1. FRONT LOOPS ARE 6FT X 6 FT
2. BACK (ADVANCE) LOOPS SHAPE AND SIZE PER VIDEO DETECTION
SYSTEM MANUFACTURER RECOMMENDATION
3. BACK LOOP PLACEMENT SHOWN APPLIES TO HWY 63 (LOGAN AVENUE)
APPROACHES
4. SIDE STREET ADVANCE LOOP DISTANCE SHALL BE PER ADAPTIVE
CONTROLLER MANUFACTURER RECOMMENDATION.
TYPICAL EXISTING VIDEO
DETECTION CAMERA RISER
NO SCALE
CITY OF WATERLOO
ICAAP-SWAP-8155(781)--SH-07
TYPICALS
SHEET NUMBER C.01
LEFT LANE
CLOSURE
RIGHT LANE
CLOSURE
Double Center Line
Fill AMMOirMML
L A ► '...
(2A if 55 mph
or greater)
W20-1
48" x 48"
W20-5
48" x 48"
/ Double Center Line
A ►�
W4-2
Spacing = D
x•
il
48" x 48"
WIN
W20-1
48" x 48"
LEGEND
i• Traffic Sign
x Drum
• 42" Channelizer
® Arrow Board
Work Area
Direction of Traffic
A
(2A if 55 mph
or greater)
W20-5
48" x 48"
A
W4-2
48" x 48"
A
SPEED
LIMIT
(mph)
A
C
D
E
M
T
35 or less
250'
40'
35'
0'-200'
245'
50'
40
500'
80'
40'
0'-300'
320'
50'
45
700'
80'
45'
0'-400'
630'
100'
50
700'
80'
45'
400'
630'
100'
55 - 60
1000'
100'
55'
600'
770'
100'
I• o• ••t
x /
�(
x
IVI
x • • •
E
Spacing = C
•
•
•x• •
5 Devices
4 Mile Maximum
4 Mile Maximum
I I
I I
I I
I I
I I I C WORK
ROAD
Possible 'AHEAD
Side Road
—
Possible
Side Road
Where there is a lane line drop-off or rise, do not allow traffic to cross over the drop-off or
rise, except for ramp locations where a BUMP (W8-1) sign is placed.
Lane line drop-offs greater than a nominal 4 inches are not allowed during non -working
hours.
Place arrow board within the closed lane behind the drums and as close to the
beginning of the taper as practical.
® Where side road speed limit is 40 mph or less, a distance of 200 feet is allowed.
0 When there is no shoulder, place arrow board within the closed lane behind the
drums and as close to the beginning of the taper as practical.
For lanes closed to traffic, place two drums every 1000 feet. For full depth excavations,
in a closed lane, place two drums in front of each location. Additional drums need not
be placed for full depth excavations spaced closer than 150 feet.
500' 0
W20-1
48" x 48"
500'
ROAD
WORK
AHEAD
48" x 48"
Spacing = C
T► 0' - 500' L,
5 Devices
T ►
5 Devices
Possible Contract Item:
Traffic Control
G20-2A
48" x 24"
0' - 500'
G20-2A
48" x 24"
GIOWADOT
STANDARD ROAD PLAN
TC-419
SHEET 1 of 1
REVISIONS: Added circle note 4 and drums in the work area.
APPROVED BY DESIGN METHODS ENGINEER
LANE CLOSURE ON
UNDIVIDED HIGHWAY
CITY OF WATERLOO
ICAAP-SWAP-8155(781)--SH-07
TRAFFIC CONTROL
SHEET NUMBER D.01
20
I Feet
LEGE\ D
EXISTING MAST ARM POLE
REPLACE EXISTING VIDEO
DETECTION CAMERA WITH NEW
VIDEO DETECTION CAMERA
EXISTING TRAFFIC SIGNAL
CONTROL CABINET
CITY OF WATERLOO
EXISTING
DETECTION
CAMERA
ON RISER
ICAAP-SWAP-8155(781)--SH-07
30\ALD STREET
NOTES:
1- REPLACE EXITING SIGNAL CONTROLLER IN EXISTING
CABINET WITH ASCT CONTROLLER
2- REPLACE EXISTING DISFUNCTIONAL 4-CAMERA
DETECTION CAMERA SYSTEM WITH NEW 4-CAMERA
VIDEO DETECTION SYSTEM
3- INSTALL NEW CAMERAS AT THE SAME POSITION AS
EXISTING CAMERAS ON THE RISERS.
INTERSECTION OF LOGAN AVE AND DONALD ST
SHEET NUMBER E.01
0 20
I I--1 1 I Feet
ROW ROW
W. DALE ST.
LEGE\ D
EXISTING MAST ARM POLE
REPLACE EXISTING VIDEO
DETECTION CAMERA WITH NEW
VIDEO DETECTION CAMERA
EXISTING TRAFFIC SIGNAL
CONTROL CABINET
CITY OF WATERLOO
ICAAP-SWAP-81 55
SIG SIG—
SIG— — SIG— _ SIG —
EXISTING DETECTION
CAMERA ON RISER
15 st - ST
REPLACE EXISTING
CONTROLLER INSIDE
EXISTING CABINET
NOTES:
1— REPLACE EXITING SIGNAL CONTROLLER IN EXISTING
CABINET WITH ASCT CONTROLLER
2— REPLACE EXISTING DISFUNCTIONAL 4—CAMERA
DETECTION CAMERA SYSTEM WITH NEW 4—CAMERA VIDEO
DETECTION SYSTEM
3— INSTALL NEW CAMERAS AT THE SAME POSITION AS
EXISTING CAMERAS ON THE RISERS.
INTERSECTION OF LOGAN AVE AND DALE ST
SHEET NUMBED E.02
LEGE\ D
EXISTING MAST ARM POLE
REPLACE EXISTING VIDEO
DETECTION CAMERA WITH NEW
VIDEO DETECTION CAMERA
EXISTING TRAFFIC SIGNAL
CONTROL CABINET
CITY OF WATERLOO
ICAAP-SWAP-8155
SIG SIG SIG
— SIe — SIG —
ROW ROW
ROW - ROW
EXISTING
CABINET
NOTES:
1- REPLACE EXITING SIGNAL CONTROLLER IN
EXISTING CABINET WITH ASCT CONTROLLER
2- REPLACE EXISTING DISFUNCTIONAL 4-CAMERA
DETECTION CAMERA SYSTEM WITH NEW 4-CAMERA
VIDEO DETECTION SYSTEM
3- INSTALL NEW CAMERAS AT THE SAME
POSITION AS EXISTING CAMERAS ON THE RISERS.
781)--SH-07 INTERSECTION OF LOGAN AVE AND ESTHER ST SHEET NUMBER E.03
LEGE\ D
EXISTING MAST ARM POLE
REPLACE EXISTING VIDEO
DETECTION CAMERA WITH NEW
VIDEO DETECTION CAMERA
EXISTING TRAFFIC SIGNAL
CONTROL CABINET
CITY OF WATERLOO
-SIG--- SIG -SIG -SI
{
ICAAP-SWAP-8155(781)--SH-07
ROW -
EXISTING
DETECTION
CAMERA
ON RIS R
-1
EL E -ELE
-OI
err,
PARKER STREET
EXISTING
CABINET
NOTES:
1- REPLACE EXITING SIGNAL CONTROLLER INSIDE
EXISTING CABINET WITH ASCT CONTROLLER
2- REPLACE EXISTING DISFUNCTIONAL 4-CAMERA
DETECTION CAMERA SYSTEM WITH NEW 4-CAMERA VIDEO
DETECTION SYSTEM
3- INSTALL NEW CAMERAS AT THE SAME POSITION AS
EXISTING CAMERAS ON THE RISERS.
INTERSECTION OF LOGAN AVE AND PARKER ST
SHEET NUMBER E.04
20
I Feet
ROW
ROW
LEGE\D
0
EXISTING MAST ARM POLE
REPLACE EXISTING VIDEO
DETECTION CAMERA WITH NEW
VIDEO DETECTION CAMERA
EXISTING TRAFFIC SIGNAL
CONTROL CABINET
CITY OF WATERLOO
•
G-)
r
/5\G
w
-333
333'_
w
L
SIG— —SIG— — SIG
G S\� —
ICAAP-SWAP-8155(781)--SH-07
a
5
-n
co
7: --
z'
•
SIG— -- SIG— — SIG
ROW
ROW
ROW
EXISTING
CABINET
NOTES:
1— REPLACE EXITING SIGNAL CONTROLLER IN EXISTING
CABINET WITH ASCT CONTROLLER
2— REPLACE EXISTING DISFUNCTIONAL 4—CAMERA
DETECTION CAMERA SYSTEM WITH NEW 4—CAMERA VIDEO
DETECTION SYSTEM
3— INSTALL NEW CAMERAS AT THE SAME POSITION AS
EXISTING CAMERAS ON THE RISERS.
INTERSECTION OF MULLAN AVE AND NEWELL/CONGER STREET
SHEET NUMBER E.05