CITY OF GALESBURG - User · CITY OF GALESBURG PURCHASING ... We anticipate there will be no further...
Transcript of CITY OF GALESBURG - User · CITY OF GALESBURG PURCHASING ... We anticipate there will be no further...
CITY OF GALESBURG
PURCHASING
55 West Tompkins Street Galesburg, IL 61401
Phone: 309/345-3678
To: All Bidders of Record From: Kraig Boynton, Purchasing Agent Date: July 19, 2017 Re: Addendum No. 1 Request for Bid: Widening and Resurfacing of Carl Sandburg Dr at Broad St Bids Due: July 26, 2017 at 11:00 A.M., local time This addendum includes the following:
1. Revised specifications (noted). 2. Updated Schedule of Pricing
We anticipate there will be no further addendums issued for this project. I acknowledge receipt of Addendum No. 1 ___________________________________
__________________________________ Name of firm
__________________________________ Authorized Signature
CC : Bid File
RETURN WITH BID
CountyLocal Public Agency
SectionRoute
Total
Item No. Items Unit Quantity TotalEARTH EXCAVATION L SUM 1
20800150 TRENCH BACKFILL CY YD 2321101615 TOPSOIL F& P 4 SQ YD 30021101645 TOPSOIL F& P 12 SQ YD 33025000400 NITROGEN FERT NUTR POUND 825000500 PHOSPHOUS FERT NUTR POUND 825000600 POTASSIUM FERT NUTR POUND 825200110 SODDING SALT TOLERANT SQ YD 63025200200 SUPPLE WATERING UNIT 9.428000250 TEMP EROS CONTR SEED POUND 1328000510 INLET FILTERS EACH 731101000 SUB GRAN MAT B TON 70540600290 BIT MATLS TACK CT POUND 128540603335 HMA SC "D" N50 TON 36342001300 PROTECTIVE COAT SQ YD 20842300200 PCC DRIVEWAY PAVT 6 SQ YD 2542300400 PCC DRIVEWAY PAVT 8 SQ YD 7342400100 PC CONC SIDEWALK 4 SQ FT 73642400410 PC CONC SIDEWALK 8 SQ FT 17542400800 DETECTABLE WARNINGS SQ FT 5244000100 PAVEMENT REMOVAL SQ YD 51744000157 HMA SURF REM 2 SQ YD 297844000200 DRIVE PAVEMENT REM SQ YD 12144000500 COMB CURB GUTTTER REM FOOT 123944000600 SIDEWALK REM SQ FT 71544003100 MEDIAN REMOVAL SQ FT 88550A0340 STORM SEW CL A 2 12 FOOT 755100500 STORM SEWER REM 12 FOOT 760255500 MAN ADJUST EACH 360260400 INLETS ADJ NEW T1F CL EACH 260500060 REMOVE INLETS EACH 260603500 COMB CC&G TB6.06 FOOT 47460603800 COMB CC&G TB6.12 FOOT 54060618300 CONC MEDIAN SURF 4 SQ FT 960240210 INLETS TB T1F OL EACH 160236800 INLETS TA T11F&G EACH 3
Combination Letter
Bidder's Proposal for making Entire Improvements
Schedule for Single Bid
Schedule for Multiple BidsSections Included in Combinations
Unit Price
KNOX
(For complete information covering these items, see plans and specifications)
SCHEDULE OF PRICES
06-01101-40-TLCITY OF GALESBURG
CARL SANDBURG DRIVE
Printed 7/19/2017 Page 5-1 BLR 12200a (01/08/14)
RETURN WITH BID
Item No. Items Unit Quantity Total
Bidder's Proposal for making Entire Improvements
Unit Price60240310 INLETS TB T11F&G EACH 167100100 MOBILIZATION LSUM 170300220 TEMP PVT MK LINE 4 FOOT 62570300280 TEMP PVT MK LINE 24 FOOT 6170300150 SHRT TRM PAVT MK REM SQ FT 33272000100 SIGN PANEL T1 SQ FT 2872000200 SIGN PANEL T2 SQ FT 3072800100 TELES STL SIN SUPPORT FOOT 1578000100 THPL PVT MK LTER & SYM SQ FT 19878000200 THPL PVT MK LINE 4 FOOT 26678000500 THPL PVT MK LINE 8 FOOT 83678000600 THPL PVT MK LINE 12 FOOT 7878000650 THPL PVT MK LINE 24 FOOT 10678100100 RAISED REFL PAVT MKR EACH 680500100 SERV INSTALL TY A EACH 381028200 UNDRGRD C GALVS 2 FOOT 2681028340 UNDRGRD C PVC 1 1/2 FOOT 59181028350 UNDRGRD C PVC 2 FOOT 30381028370 UNDRGRD C PVC 3 FOOT 10381028390 UNDRGRD C PVC 4 FOOT 20281400700 HANDHOLE PCC EACH 781400720 DBL HANDHOLE PCC EACH 187301225 ELCBL C SIGNAL 14 3C FOOT 63287301245 ELCBL C SIGNAL 14 5C FOOT 146487301255 ELCBL C SIGNAL 14 7C FOOT 177987301515 ELCBL C LEAD 18 3PR FOOT 228787301804 ELCBL C SERV 6 1C FOOT 102687301900 ELCBL C EGRDC 6 1C FOOT 82087502500 TS POST GALVS 16 EACH 587502510 TS POST GALVS 17 EACH 387702870 STL COMB MAA&P 28 EACH 287800100 CONC FDN TY A FOOT 2487800200 CONC FDN TY D FOOT 3.587800400 CONC FDN TY E 30D FOOT 2088040070 SH P LED 1F 3S BM EACH 388040090 SH P LED 1F 3S MAM EACH 288040110 SH P LED 1F 4S BM EACH 588040120 SH P LED 1F 4S MAM EACH 188040150 SH P LED 1F 5S BM EACH 488102825 PED SH P LED 1F BM CT EACH 488200510 TS BACKPLATE RET-REFL EACH 1588500100 INDUCTIVE LOOP DETECT EACH 988600100 DET LOOP T1 FOOT 111388800100 PED PUSH-BUTTON EACH 4Z0013798 CONSTRUCTION LAYOUT LSUM 1X0325839 SIGNAL TIMING LSUM 1X0327979 PAVMT MRKG REM GRIND SQ FT 20X1400113 LUM LED HM MED WATT EACH 2X7010216 TRAF CONT & PROT SPL LSUM 1X8570226 FAC T4 CAB SPL EACH 1Z0056648 SS 1 WAT MN 12 FOOT 23.5Z0056668 SS2 WAT MN 12 FOOT 39
BASE CSE WID 7.5 SQ YD 788RADIO INTER SYS MASTR LSUM 1
Printed 7/19/2017 Page 5-2 BLR 12200a (01/08/14)
RETURN WITH BID
Item No. Items Unit Quantity Total
Bidder's Proposal for making Entire Improvements
Unit PriceTotal Bid
Printed 7/19/2017 Page 5-3 BLR 12200a (01/08/14)
Local Agency: City of Galesburg Carl Sandburg Dr. Improvements Section 06-01101-40-TL
RADIO INTERCONNECT SYSTEM COMPLETE, MASTER .....................................................17
HANDHOLE, PORTLAND CEMENT CONCRETE ....................................................................23
DOUBLE HANDHOLE, PORTLAND CEMENT CONCRETE .....................................................24
ELECTRIC CABLE IN CONDUIT, EQUIPMENT GROUNDING CONDUCTOR, NO. 6 1/C .......24
TRAFFIC SIGNAL POST, GALVANIZED STEEL ......................................................................25
CONCRETE FOUNDATION .....................................................................................................25
TRAFFIC SIGNAL LED MODULE SPECIFICATIONS ..............................................................25
SIGNAL HEAD, LED .................................................................................................................30
PEDESTRIAN SIGNAL HEAD, LED, 1-FACE, BRACKET MOUNTED WITH COUNTDOWN
TIMER ....................................................................................................................31
TRAFFIC SIGNAL BACKPLATE, RETROREFLECTIVE ...........................................................32
PEDESTRIAN PUSH BUTTON .................................................................................................32
INDUCTIVE LOOP DETECTOR ...............................................................................................34
FULL ACTUATED CONTROLLER AND TYPE IV CABINET, SPECIAL ....................................34
LUMINAIRE, LED, HORIZONTAL MOUNT, MEDIUM WATTAGE ...........................................36
PHOTOCELL RELAY ...............................................................................................................43
FIBER OPTIC CABLE IN CONDUIT, NO. 62.5/125 MM12F SM24F .........................................44
SIGNAL TIMING .......................................................................................................................50
LR107-4
LR 1030
REV. 7/18/17
Local Agency: City of Galesburg Carl Sandburg Dr. Improvements Section 06-01101-40-TL
17
Galvanized steel conduit shall be used for the service riser. The use of PVC conduit will not be
allowed.
At the Broad Street intersection, the service disconnect shall be located on the traffic signal
cabinet. The service disconnect enclosed shall be a stainless steel, weatherproof NEMA 4X
enclosure that meets the following specifications:
60-Ampere Fused Disconnect Switch: The fused disconnect switch shall be single-throw, three-
wire (two poles, two fuses, and solid neutral). The switch shall provide for locking the blades in
either the “On” or “Off” position with one or two padlocks and for locking the cover in the closed
position. The fuses shall be cartridge fuses and contacts shall be rated 60 amperes, 240 volts
and included with the disconnect installation.
The service for each proposed traffic signal or relay antenna will be pulled from the existing
service location. It is the contractor’s responsibility to verify the existing location and determine
the wire, conduit, and any other material necessary to extend the existing service to the
proposed traffic signal controller location. The wire, conduit, and any other material to extend
from the existing service to the proposed traffic signal controller location will be paid for
separately. The wire, conduit, and any other material to extend from the existing service to the
proposed relay locations (Field Drive and Lincoln Park Drive) will be included in RADIO
INTERCONNECT SYSTEM COMPLETE, MASTER.
The proposed service will be metered. Applicable sections of the Standard Specifications and
State Standards for Service Installation, Type A shall be followed.
Method of Measurement: This work will be measured for payment in place as each per
installation.
Basis of Payment: This work shall be paid for at the contract unit price each for SERVICE
INSTALLATION, TYPE A which price shall be payment in full for all labor, equipment, and
materials required to provide the electrical service installation described above, complete.
RADIO INTERCONNECT SYSTEM COMPLETE, MASTER
This work shall consist of all labor, materials, and equipment necessary to install radio signal
coordination equipment at the locations indicated on the plans. The radio interconnect system
shall include all necessary utility poles, foundations, radio transceivers, Yagi antennas, coaxial
cable, manufacturer recommended Ethernet cable, electric cable, electrical junction boxes,
electrical and communications surge suppression, hardware, software, and any programming
that are required for installation, configuration, and successful operation of the system.
The contractor shall be responsible for installing the proposed radio antenna on the proposed
and existing mast arm structures and the proposed utility pole structures existing light pole
structures in accordance with the plans, specifications, and manufacturers recommended
practices.
REV. 7/18/17
Local Agency: City of Galesburg Carl Sandburg Dr. Improvements Section 06-01101-40-TL
18
Antenna and transceiver installation and integration of the proposed radio interconnect system
with the existing controllers, cabinets, and service at the Seminary Street and Home Boulevard
intersections shall be included in the bid price. It is the contractor’s responsibility to confirm that
the existing controllers at Home Boulevard and Seminary Street have communication
capabilities compatible with the specified radio interconnect system. The contractor shall
confirm that the existing cabinets can house the radio transceiver. If neither of these
requirements can be met, the Engineer shall be notified as soon as the issue is known.
Antenna and radio transceiver installation on the existing proposed structures located at Field
Drive and Lincoln Park Drive shall include the poles and foundation, all conduit, wire, and other
materials and labor necessary to connect the proposed service installations to the radio
transceiver and shall be included in the bid price for the radio interconnect system. The radio
transceivers shall be housed in an appropriately sized NEMA 4X enclosure that is mounted on
the existing lightproposed utility pole and shall be included in the bid price for the radio
interconnect system. The service installations shall be paid for separately.
The proposed utility poles shall be placed no less than ten feet from the existing Ameren utilities
and the exact location shall be coordinated and approved by an Ameren representative. Julie
Cone is the point of contact for Ameren (309-345-5169).
The minimum requirement for the radio transceivers are listed below:
GENERAL REQUIREMENTS
Spread spectrum radios supplied must meet FCC part 15 rules for unlicensed radio operation in
the 902-928 MHz band. No radio modems shall require FCC or Canadian site license.
All radio modems shall be frequency hopping spread spectrum. FHSS provides increased
performance, higher data security, and excellent interference rejection. Provide 16 user-
selectable frequency zones which generate over 500,000 total radio hopping patterns.
Data must be encrypted.
Radios must be configurable as a Gateway (Master), Repeater, and Endpoint (Slave).
Radios must be capable of all operating modes: point-to-point, point-to-multipoint, and point-to-
multipoint slave/repeater (interchangeable–hardware identical), and shall be capable of
forwarding data packets to end destination.
Single radio must be capable of repeater and simultaneous Slave and Repeater functions.
Radio must have true single radio point-to-multipoint slave/repeater capability. Repeaters can
continue to function as slaves to send/receive data to their data ports.
Radios must have two serial ports and an Ethernet port, and function as a serial port server on
an Ethernet network.
REV. 7/18/17
Local Agency: City of Galesburg Carl Sandburg Dr. Improvements Section 06-01101-40-TL
19
Range performance required to be 20 plus miles with clear line of sight, ability to extend through
repeaters.
Radios must be capable of 100% performance testing over operating temperatures of -40°C -
+75°C (-
Two year limited warranty period for defects in materials or workmanship under normal use and
service for a period of two (2) years from the date of delivery. Radio maker will repair or replace
hardware covered under limited warranty.
Radios must be designed to have good interference rejection. Assignment of frequency keys
provides operation of several radio systems with minimal interference in the local geographic
area.
Configurable transceiver operating parameters must be designed for maximum radio system
performance and throughput over a wide variety of system conditions.
Radios are to be equipped with external jack allowing the use of a directional Yagi or omni
directional antenna. It is highly desirable to obtain line of sight with the antenna to be used.
The professional installer must ensure frequency emission limits are not exceeded. Output
power settings, antenna gain, and cable loss combinations must be considered.
DETAILED REQUIREMENTS
Frequency Range 902-928 MHz
Method Frequency Hopping Spread Spectrum
Frequency Zones 16 Zones, user selectable
Range, Line-of-sight 20+ miles LOS, ability to extend through repeaters
Occupied Bandwidth 611.2 KHz
Modulation Spread Spectrum, 2-level GFSK
Output Power 100 mW to 1 Watt (+30 dBm)
RF Receiver
Sensitivity -102dBm @ 10-6 BER = 614Kbps
-100dBm @ 10-4 BER = 867Kbps
Error Detection 32 bit CRC, retransmit on error
Data Encryption Proprietary FHSS Technology
Redundant Master Capabilities
Port Server Capabilities
REV. 7/18/17
Local Agency: City of Galesburg Carl Sandburg Dr. Improvements Section 06-01101-40-TL
20
MODBUS Capable
Software
Accessible and configurable through a web browser
Built in diagnostics
Data Rate
Ethernet 867/ 614 Kbps
Serial 1200 bps – 115.2 Kbps
Physical Interface
Ethernet 10/100Base T, (RJ45)
Serial COM1, RS232/422/485 (DB9F)
COM2, RS232/422/485 (DB9F)
RF Connector TNC-F
LED Link Status Display
Operating Modes
Network Configurations Point-to-Point, Point-to-Multipoint
Unit Operating Mode Gateway, Repeater, and End Point
Networking
802.1w Spanning Tree Protocol
802.1g Supports VLAN Configuration
802.11 SNMP
802.8 LAN
System Log server support
Power Requirements
Operating Voltage 6 to 30 Vdc
Current [mA] 900 MHz units @ 12 VDC
Transmit <550 mA
Receive <140 mA
Idle <71 mA
REV. 7/18/17
Local Agency: City of Galesburg Carl Sandburg Dr. Improvements Section 06-01101-40-TL
50
Basis of Payment: This work will be paid for at the contract unit price per foot for FIBER OPTIC
CABLE IN CONDUIT, NO. 62.5/125 MM12F SM24F and shall be payment in full for all labor,
equipment, and materials required to provide, install, and test the fiber optic cable described
above, complete.
SIGNAL TIMING
The contractor shall be responsible for contracting a traffic engineering specialist to determine
an appropriate timing plan for the corridor between Home Boulevard and Seminary Street. The
subcontractor shall be a Professional Traffic Operations Engineer (PTOE) and be approved by
the City of Galesburg City Engineer.
Signal timing plans shall be determined using morning and evening peak hour traffic counts at
all three intersections and a microsimulation model in Synchro 10. The signals shall be actuated
and coordinated. After the contractor implements the recommended timing, the Traffic Engineer
shall observe the corridor operations and the contractor shall adjust the offsets as necessary.
Method of Measurement: This work will be measured for payment as lump sum for the signal timings as described in the specifications.
Basis of Payment: This work will be paid for at the lump sum price for SIGNAL TIMINGS which
shall be payment in full for all labor, materials, and equipment required to provide the signal
timing plan, field observation, and offset adjustments.
REV. 7/18/17
JO DAVIESSWINNEBAGO
CARROLLOGLE
BOONE MC HENRY LAKE
DE KALBKANE
COOKDU PAGE
WHITESIDE LEE
WILL
KENDALL
GRUNDY
LA SALLE
KANKAKEE
HENRY BUREAU
PUTNAM
ROCK ISLAND
MERCER
KNOX
HE
ND
ER
SO
N
STARK
MARSHALL
PEORIA
LIVINGSTON
IROQUOIS
FORDMC LEANFULTONMC DONOUGH
WARREN
TAZEWELL
HANCOCK
ADAMS
SCHUYLER
BROWNCASS
MASON
LOGANDE WITT
MENARD
CHAMPAIGN VERMILION
DOUGLAS
PIATT
MACON
SANGAMONMORGAN
SCOTT
CHRISTIAN
PIKE
GREENE
JERSEY
MACOUPIN
CA
LH
OU
N
SHELBY
MOULTRIE
MONTGOMERY
COLES
EDGAR
CLARK
CUMBERLAND
JASPER CRAWFORDEFFINGHAM
CLAYRICHLAND LAWRENCE
WAYNE
ED
WA
RD
S
WA
BA
SH
BOND
FAYETTE
MARIONCLINTON
WASHINGTONJEFFERSON
MADISON
ST. CLAIR
MONROE
RANDOLPHPERRY
FRANKLIN
HAMILTON WHITE
SALINE GALLATINJACKSON
WILLIAMSON
JOHNSON POPE
HARDIN
MASSACPULASKI
ALE
XA
NDER
UNION
WOODFORD
LOCATION OF SECTION INDICATED THUS: -
1
J.U.L.I.E.
JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION
0
0
0
0
0
50'
50'
50'
50'
10' 20' 30'
100'
100'
100'
100'
100' 200' 300'
1''= 20'
1''= 30'
1''= 40'
1''= 50'
1''= 10'
1''= 100'
FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD
ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED.
ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT
CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS
STEPHENSON
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
OR 811
1-800-892-0123
F.A.U.
R 1 E
T 11 N
4
20APPROVED
CITY ENGINEER
INDEX OF SHEETS
COVER
SCHEDULE OF QUANTITIES
TYPICAL SECTIONS
GENERAL NOTES AND LEGEND
SUMMARY OF QUANTITIES
TRAFFIC SIGNAL PLANS
DETAILS
REMOVAL PLAN PROPOSED ROADWAY PLANS
CITY OF GALESBURG
KNOX COUNTY
KNOX
CONTRACT NO.
3006-01101-40-TL
Offices Nationwide
Peoria, Illinois 61614
7625 N. University St., Suite 200
Hanson Professional Services Inc.
C Copyright Hanson Professional Services Inc.
DATE: 6/29/17
309.691.0902
MICHAEL BREITBACH, P.E.PROJECT ENGINEER:
CARL SANDBURG DRIVE
12.-14.
15.-16.
17.-19.
20.-22.
23.-25.
CARL SANDBURG DR.
STA. 11+85.00
BEGIN CONSTRUCTION
CARL SANDBURG DR.
STA. 15+96.40
END CONSTRUCTION
BROAD ST.
STA. 51+19.24
BEGIN CONSTRUCTION
CITY OF GALESBURG
67936782
SECTIO
N 3
DESIGN POLICY: BLR MANUAL
DESIGN TRAFFIC: ADT=11,451 (2037) SU=0.2% MU=1.8%
DESIGN SPEED: 35 MPH (30 MPH POSTED)
FUNCTIONAL CLASSIFICATION: MINOR ARTERIAL
NET LENGTH = 670 FT. = 0.13 MILE
GROSS LENGTH = 670 FT. = 0.13 MILE
TYPICAL PAVEMENT MARKINGS
PRECAST REINFORCED CONCRETE FLAT SLAB TOP
ELECTRICAL SERVICE INSTALLATION DETAILS
TEMPORARY EROSION CONTROL SYSTEMS
STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS
602701-02 MANHOLE STEPS
805001-01
880006-01
857001-01
814001-03 HANDHOLES
886006-01
886001-01
CONCRETE FOUNDATION DETAILS
TRAFFIC SIGNAL MOUNTING DETAILS
DETECTOR LOOP INSTALLATIONS
TYPICAL LAYOUTS FOR DETECTION LOOPS
INLET - TYPE A
873001-02 TRAFFIC SIGNAL GROUNDING AND BONDING
IDOT HIGHWAY STANDARDS
720001-06 SIGN PANEL MOUNTING DETAILS
602301-03
602306-03 INLET - TYPE B
602401-03 MANHOLE TYPE A
604051-04 FRAME AND GRATE TYPE 11
878001-10
280001-07
602601-02
000001-06
729001-01
701502-04
701801-04
701901-01
URBAN LANE CLOSURE, 2L, 2W, WITH BIDIRECTIONAL LEFT TURN LANE
TRAFFIC CONTROL DEVICES
SIDEWALK, CORNER OR CROSSWALK CLOSURE
606001-05
780001-03
877011-08
IDOT DISTRICT 4 HIGHWAY STANDARDS
780001-D4 TYPICAL PAVEMENT MARKINGS
1.
2.
7.
8.
9.-11.
INTERSECTION DETAILS
EROSION CONTROL AND LANDSCAPE PLANS
30.
424001-09 PERPENDICULAR CURB RAMPS FOR SIDEWALKS
604001-04 FRAME AND LIDS TYPE 1
701006-05 OFF-RD OPERATIONS, 2L, 2W, 15' TO 24" FROM PAVEMENT EDGE
CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER
APPLICATIONS OF TYPES A & B METAL POSTS (FOR SIGNS & MARKERS)
STEEL COMB. MAST ARM ASSEMBLY AND POLE 16' THROUGH 55'
STANDARD PHASE DESIGNATION DIAGRAMS AND PHASE SEQUENCES
5.-6.
ALIGNMENT, BENCHMARKS, AND TIES
PLAN AND PROFILE
STAGE CONSTRUCTION CONTROL PLANs
606301-04 PC CONCRETE ISLANDS AND MEDIANS
542016-D4 PIPE CULVERT EXTENSION COLLAR (WITHOUT END SECTION)
720016-03 MAST ARM MOUNTED STREET NAME SIGNS
814006-02 DOUBLE HANDHOLES
3.-4.
PAVEMENT MARKING AND SIGNING PLAN
FAU ROUTE 6782/6793
781001-04 TYPICAL APPLICATIONS RAISED REFLECTIVE PAVEMENT MARKERS
26.-29.
SECTION 06-01101-40-TL
LIC. EXP. DATE : 11/30/2017
062-051371
MICHAELLIC
ENS
ED P
ROFESSIONAL ENGIN
EER
ST
AT
E O F IL
LI
NO
IS
* *P. BREITBACH
DATE SIGNED : 6/27/2017
1
1
U.
*SPECIALTY ITEMS *SPECIALTY ITEMS
1
1
1
1
1
1
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME ander00846USER NAME =
PLOT SCALE = 10.0000 ' / in.
PLOT DATE = 7/18/2017
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-Default
DR
AW
N
RE
VIE
WE
D
DR
AW
N
RE
VIE
WE
D
6/27/17
4/3/17
6/27/17
RL
A
CLS
MP
B
RLA
CLS
MPB
6/29/17 SCALE:
SUMMARY OF QUANTITIES
CARL SANDBURG DRIVE
330KNOX06-01101-40-TL
Ha
ns
on Professio
nal S
ervices In
c.
C
Copyright
Hanson Professio
nal Services Inc.2017
I:\
16jobs\16
L0542\
CA
D\
Road\
Sheet\sht-S
OQ001.d
gn
I:\16jobs\16L0542\CAD\Road\Sheet\sht-SOQ001.dgn
F.A.U.
DESIG
NE
D
6793
6782
7/18/2017-
U.
*SPECIALTY ITEMS
1
1
1
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME ander00846USER NAME =
PLOT SCALE = 10.0000 ' / in.
PLOT DATE = 7/18/2017
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-Default
DR
AW
N
RE
VIE
WE
D
DR
AW
N
RE
VIE
WE
D
6/27/17
4/3/17
6/27/17
RL
A
CLS
MP
B
RLA
CLS
MPB
6/29/17 SCALE:
SUMMARY OF QUANTITIES
CARL SANDBURG DRIVE
430KNOX06-01101-40-TL
Ha
ns
on Professio
nal S
ervices In
c.
C
Copyright
Hanson Professio
nal Services Inc.2017
I:\
16jobs\16
L0542\
CA
D\
Road\
Sheet\sht-S
OQ002.d
gn
I:\16jobs\16L0542\CAD\Road\Sheet\sht-SOQ002.dgn
F.A.U.
DESIG
NE
D
6793
6782
7/18/2017-
U.1
1
1
1 1
1 1
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME ander00846USER NAME =
PLOT SCALE = 10.0000 ' / in.
PLOT DATE = 7/18/2017
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-Default
DR
AW
N
RE
VIE
WE
D
DR
AW
N
RE
VIE
WE
D
6/27/17
4/3/17
6/27/17
RL
A
CLS
MP
B
RLA
CLS
MPB
6/29/17 SCALE:
SCHEDULE OF QUANTITIES
CARL SANDBURG DRIVE
730KNOX06-01101-40-TL
Ha
ns
on Professio
nal S
ervices In
c.
C
Copyright
Hanson Professio
nal Services Inc.2017
I:\
16jobs\16
L0542\
CA
D\
Road\
Sheet\sht-schedule001.d
gn
I:\16jobs\16L0542\CAD\Road\Sheet\sht-schedule001.dgn
F.A.U.
DESIG
NE
D
6793
6782
7/18/2017-
CARL SANDBURG DR.
EXISTING R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
MATC
HLIN
E STA. 13
+15.00
ADJ
PAVEMENT REMOVAL
REMOVAL
DRIVEWAY PAVEMENT
SIDEWALK REMOVAL
FEATURE TO BE ADJUSTED
LEGEND
4
2010010
\ CARL SANDBURG DR.
BEGIN SIDEWALK REMOVAL
STA. 10+16.29, 32.68' RT.BEGIN SIDEWALK REMOVAL
STA. 10+61.29, 32.69' RT.
BEGIN SIDEWALK REMOVAL
STA. 12+41.88, 32.93' RT.END SIDEWALK REMOVAL
STA. 12+72.71, 35.01' RT.
END SIDEWALK REMOVAL
STA. 10+21.29, 32.68' RT.
END SIDEWALK REMOVAL
STA. 10+66.29, 32.69' RT.
END SIDEWALK REMOVAL
STA. 12+51.30, 33.38' RT.
BEGIN SIDEWALK REMOVAL
STA. 12+63.34, 34.04' RT.
PAVEMENT REMOVAL
STA. 12+52.04, 21.18' LT.
SURFACE REMOVAL, 2"
BEGIN HOT-MIX ASPHALT
STA. 11+85.00, 26.13' LT.
SURFACE REMOVAL, 2"
BEGIN HOT-MIX ASPHALT
STA. 11+85.00, 25.85' RT.
SURFACE REMOVAL, 2"
BEGIN HOT-MIX ASPHALT
BEGIN PAVEMENT REMOVAL
STA. 11+85.00, 9.15' LT.
SURFACE REMOVAL, 2"
BEGIN HOT-MIX ASPHALT
BEGIN PAVEMENT REMOVAL
STA. 11+85.00, 8.94' RT.
BEGIN PAVEMENT REMOVAL
STA. 12+44.91, 21.73' LT.
PAVEMENT REMOVAL
STA. 12+61.54, 9.00' LT.
PAVEMENT REMOVAL
STA. 12+33.28, 9.24' RT.
REMOVAL, 2"
HOT-MIX ASPHALT SURFACE
SIGN REMOVAL
MEDIAN REMOVAL
STORM SEWER REMOVAL
COMB. CURB AND GUTTER REMOVAL
PAVEMENT REMOVAL
STA. 12+68.35, 9.34' RT.
GUTTER REMOVAL
BEGIN COMB. CURB AND
BEGIN PAVEMENT REMOVAL
STA. 11+85.00, 5.44' RT.
GUTTER REMOVAL
BEGIN COMB. CURB AND
BEGIN PAVEMENT REMOVAL
STA. 11+85.00, 5.65' LT.
GUTTER REMOVAL
BEGIN COMB. CURB AND
BEGIN PAVEMENT REMOVAL
STA. 12+45.08, 25.86' LT.
1
1
11 12
13
11 12
13
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME ander00846USER NAME =
PLOT SCALE = 20.0000 ' / in.
PLOT DATE = 7/18/2017
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-Default
DR
AW
N
RE
VIE
WE
D
DR
AW
N
RE
VIE
WE
D
6/27/17
4/3/17
6/27/17
RL
A
CLS
MP
B
RLA
CLS
MPB
6/29/17 1"=10'SCALE:
REMOVAL PLAN
CARL SANDBURG DRIVE
930KNOX06-01101-40-TL
Ha
ns
on Professio
nal S
ervices In
c.
C
Copyright
Hanson Professio
nal Services Inc.2017
I:\
16jobs\16
L0542\
CA
D\
Road\
Sheet\sht-re
m001.d
gn
I:\16jobs\16L0542\CAD\Road\Sheet\sht-rem001.dgn
F.A.U.
DESIG
NE
D
6793
6782
7/18/2017-
MATC
HLIN
E STA. 13
+15.00
EXISTING R.O.W.
EXISTING R.O.W.
CARL SANDBURG DR.
EXISTING R.O.W.
EXISTING R.O.W.
\ CARL SANDBURG DR.
775
780
785
790
775
780
785
790
795
800
775
780
785
790
775
780
785
790
795
800
10.00' 10.00'
42010010
5.00'5.00'
PAVEMENT, 8"
PCC DRIVEWAY
PAVEMENT, 6"
PCC DRIVEWAY
P.C.C. SIDEWALK, 4"P.C.C. SIDEWALK, 4"
P.C.C. SIDEWALK, 4" P.C.C. SIDEWALK, 4"
+16.2
9
+61.2
9
+41.7
9
+63.1
1
AND GUTTER, TYPE B-6.12
COMBINATION CONCRETE CURB
AND GUTTER, TYPE B-6.06
COMBINATION CONCRETE CURB
AND GUTTER, TYPE B-6.06
COMBINATION CONCRETE CURBSTA. 11+85.00
BEGIN CONSTRUCTION
STA. 11+85.00
BEGIN CONSTRUCTION
9.30' LT.
STA. 12+12.42
9.00' LT.
STA. 12+61.54
8.89' RT.
STA. 12+12.429.24' RT.
STA. 12+33.28
21.18' LT.
STA. 12+52.04
21.73' LT.
STA. 12+44.91
+45.0
4
+50.5
9
EXISTING GROUND PROFILE
LEGEND
TRANSITION TO EXISTING
CONSTRUCTION LIMITS
P.C.C. SIDEWALK, 8"
BASE COURSE WIDENING 7 1/2"
HMA SURFACE COURSE, IL-9.5, 2"
1
8.94' RT.
STA. 11+85.00
9.15' LT.
STA. 11+85.00
AND GUTTER, TYPE B-6.06
COMBINATION CONCRETE CURB
1
11 12
13
11 12
13
DR
AW
N
RE
VIE
WE
D
DR
AW
N
RE
VIE
WE
D
6/27/17
4/3/17
6/27/17
RL
A
CLS
MP
B
6/29/17
MPB
CLS
RLA
1"=10'
PLAN AND PROFILE
CARL SANDBURG DRIVE06-01101-40-TL
1230KNOX
I:\
16jobs\16
L0542\
CA
D\
Road\
Sheet\sht-plnprf001.d
gn
Ha
ns
on Professio
nal S
ervices In
c.
C
Copyright
Hanson Professio
nal Services Inc.2017
DESIG
NE
D
SECTION COUNTY
ILLINOIS FED. AID PROJECT
67936782
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T'N
S
CH'K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
FILE NAME ander00846=USER NAME
20.0000 ' / in.=PLOT SCALE
7/18/2017=PLOT DATE
I:\16jobs\16L0542\CAD\Road\Sheet\sht-plnprf001.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISED
CHECKED
DRAWN
DATE
F.A.U.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-Default
7/18/2017
10+50 11+00 11+50 12+00 12+50 13+00
789.5
5
789.5
0
789.3
4
789.0
1
788.9
1
788.5
4
10+50 11+00 11+50 12+00 12+50 13+00
789.5
5
789.5
0
789.3
4
789.0
1
788.9
1
788.5
4
EXISTING R.O.W.
EXIS
TIN
G
R.O.W.
EXISTING R.O.W.
EXISTING R.O.W. EXISTING R.O.W.
CARL SANDBURG DR.
PROPOSED R.O.W.
EXIS
TIN
G
R.O.W.
EXISTING R.O.W.
4
STA. 53+77.28 BROAD STREET
STA. 14+24.91 CARL SANDBURG DRIVE =
4020020
EXISTING R.O.W.
EXISTING R.O.W.
EXIS
TIN
G
R.O.W.
EXIS
TIN
G
R.O.W.
LEGEND
PROPOSED WORK AREA
DRUM WITH WARNING LIGHTS
DIRECTION OF TRAFFIC
16.70'
14.48'
11.00'
10.50'
16.52'
18.81'
BR
OA
D ST.
+00.0
0
+42.2
2
7.5:1
7.5:1
TEMPORARY PAVEMENT MARKING LINE - 24" WHITE
TEMPORARY PAVEMENT MARKING LINE - 24" WHITE
TEMPORARY PAVEMENT MARKING LINE - 24" WHITE
+77.2
2
+17.12
+51.6
0
14.04'
NOTE: MAINTAIN MINIMUM 11' WIDE LANES DURING CONSTRUCTION
STA. 14+51.60 TO STA. 16+00.00
TEMPORARY PAVEMENT MARKING LINE - 4" DOUBLE YELLOW
1
1
11 12
13
14
15+00
16
51
52
53
11 12
13
14
15+00
16 17
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME ander00846USER NAME =
PLOT SCALE = 40.0000 ' / in.
PLOT DATE = 7/18/2017
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-Default
DR
AW
N
RE
VIE
WE
D
DR
AW
N
RE
VIE
WE
D
6/27/17
4/3/17
6/27/17
RL
A
CLS
MP
B
RLA
CLS
MPB
6/29/17 1"=20'SCALE:
STAGE 2 CONSTRUCTION
CARL SANDBURG DRIVE
1630KNOX06-01101-40-TL
Ha
ns
on Professio
nal S
ervices In
c.
C
Copyright
Hanson Professio
nal Services Inc.2017
I:\
16jobs\16
L0542\
CA
D\
Road\
Sheet\sht-
MO
T002.d
gn
I:\16jobs\16L0542\CAD\Road\Sheet\sht-MOT002.dgn
F.A.U.
DESIG
NE
D
6793
6782
7/18/2017-
CARL SANDBURG DR.
\ CARL SANDBURG DR.
EXISTING R.O.W.
EXISTING R.O.W.
MATC
HLIN
E STA. 13
+15.00
EXISTING R.O.W.
EXISTING R.O.W.
2010010
4
ELEV. = 788.30
6.00' LT
STA. 12+75.00
ELEV. = 787.96
22.98' LT
STA. 12+75.00
WET GUTTER
DRY GUTTER
544'R
556'R
700'R
6%2%
DRY GUTTER WET GUTTER
ELEV. = 788.00
24.31' LT
STA. 12+50.59 (PC)
DRY GUTTER
ELEV. = 788.24
6.00' RT
STA. 12+75.00
ELEV. = 788.28
6.00' RT
STA. 13+00.00
ELEV. = 788.21
6.00' LT
STA. 13+00.66 (PCC)
ELEV. = 788.00 (EX)
24.73' LT
STA. 12+45.04
ELEV. = 787.88
21.31' LT
STA. 13+00.66
1
1
ELEV. = 788.35
6.00' LT
STA. 12+60.00
ELEV. = 788.36
0.03' RT
STA. 12+54.00
ELEV. = 788.22
6.00' RT
STA. 12+60.00
ELEV. = 788.40
0.00' LT
STA. 12+25.00
ELEV. = 788.48
6.15' LT
STA. 11+85.00
ELEV. = 788.51
0.11' LT
STA. 11+91.04
ELEV. = 788.32
5.94' RT
STA. 11+85.00
DRY GUTTER DRY GUTTER
11 12
13
11 12
13
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME ander00846USER NAME =
PLOT SCALE = 20.0000 ' / in.
PLOT DATE = 7/18/2017
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-Default
DR
AW
N
RE
VIE
WE
D
DR
AW
N
RE
VIE
WE
D
6/27/17
4/3/17
6/27/17
RL
A
CLS
MP
B
RLA
CLS
MPB
6/29/17 1"=10'SCALE:
INTERSECTION DETAIL
CARL SANDBURG DRIVE
1730KNOX06-01101-40-TL
Ha
ns
on Professio
nal S
ervices In
c.
C
Copyright
Hanson Professio
nal Services Inc.2017
I:\
16jobs\16
L0542\
CA
D\
Road\
Sheet\sht-int01.d
gn
I:\16jobs\16L0542\CAD\Road\Sheet\sht-int01.dgn
F.A.U.
DESIG
NE
D
6793
6782
7/18/2017-
CARL SANDBURG DR.
EXISTING R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
4
2010010
\ CARL SANDBURG DR.
MATC
HLIN
E STA. 13
+00.00
25.00' RT.
STA. 10+04.02
17.00' RT.
STA. 12+79.02
2
4
6
1
LEGEND
3
5
4
2
2
6
3
WHITE-THERMOPLASTIC STOP BAR PAVEMENT MARKING LINE - 24" SOLID
WHITE-THERMOPLASTIC PAVEMENT MARKING LINE - 8" SOLID
WHITE-THERMOPLASTIC PAVEMENT MARKING LINE - 2' LONG, 6' GAP - 8"
WHITE-THERMOPLASTIC PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 15' CTC)
DOUBLE-YELLOW THERMOPLASTIC PAVEMENT MARKING LINE - 4" SOLID, 4" GAP
ARROW 30' FROM FRONT OF STORAGE AND ONE ARROW AT BACK OF STORAGE AS SHOWN)
THERMOPLASTIC PAVEMENT MARKING, LETTERS AND SYMBOLS (FOR LEFT AND RIGHT TURN LANE ONE
1
1
10+00 11 12
13
10+00 11 12
13
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME ander00846USER NAME =
PLOT SCALE = 20.0000 ' / in.
PLOT DATE = 7/18/2017
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-Default
DR
AW
N
RE
VIE
WE
D
DR
AW
N
RE
VIE
WE
D
6/27/17
4/3/17
6/27/17
RL
A
CLS
MP
B
RLA
CLS
MPB
6/29/17 1"=10'SCALE:
PAVEMENT MARKING AND SIGNING PLAN
CARL SANDBURG DRIVE
2030KNOX06-01101-40-TL
Ha
ns
on Professio
nal S
ervices In
c.
C
Copyright
Hanson Professio
nal Services Inc.2017
I:\
16jobs\16
L0542\
CA
D\
Road\
Sheet\sht-p
mk001.d
gn
I:\16jobs\16L0542\CAD\Road\Sheet\sht-pmk001.dgn
F.A.U.
DESIG
NE
D
6793
6782
7/18/2017-
CARL SANDBURG DR.
EXISTING R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
MATC
HLIN
E STA. 13
+15.00
LEGEND
4
2010010
\ CARL SANDBURG DR.
SODDING, SALT TOLERANT
INLET FILTERS
1
1
11 12
13
11 12
13
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME ander00846USER NAME =
PLOT SCALE = 20.0000 ' / in.
PLOT DATE = 7/18/2017
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-Default
DR
AW
N
RE
VIE
WE
D
DR
AW
N
RE
VIE
WE
D
6/27/17
4/3/17
6/27/17
RL
A
CLS
MP
B
RLA
CLS
MPB
6/29/17 1"=10'SCALE:
EROSION CONTROL AND LANDSCAPE PLAN
CARL SANDBURG DRIVE
2330KNOX06-01101-40-TL
Ha
ns
on Professio
nal S
ervices In
c.
C
Copyright
Hanson Professio
nal Services Inc.2017
I:\
16jobs\16
L0542\
CA
D\
Road\
Sheet\sht-eros001.d
gn
I:\16jobs\16L0542\CAD\Road\Sheet\sht-eros001.dgn
F.A.U.
DESIG
NE
D
6793
6782
7/18/2017-
EXISTING R.O.W.
EXISTING R.O.W.EXISTING R.O.W.
EXIS
TIN
G
R.O.W.
CARL SANDBURG DR.
STA. 53+77.28 BROAD STREET
STA. 14+24.91 CARL SANDBURG DRIVE =
4
2010010
PROPOSED R.O.W.
EXISTING R.O.W.
TRAFFIC SIGNAL PLAN LEGEND
PEDESTRIAN COUNTDOWN SIGNAL HEAD
DOUBLE HANDHOLE
HANDHOLE
CONTROLLER
SIGNAL POST
SIGNAL HEAD WITH BACKPLATE
DESCRIPTIONPROPOSED
PUSH BUTTON
CONDUIT
LUMINAIRE ON MAST ARM POLE
LENGTH
SIZE - TYPE (S=STEEL P=PVC F=FIBER DUCT)
45'
2"-P
SERVICE INSTALLATION, TYPE A
STEEL COMBINATION MAST ARM ASSEMBLY AND POLE
E-36D-13' FOUNDATION TYPE - DIAMETER (INCHES) - DEPTH (FEET)
NO. STATION OFFSET DESCRIPTION
H1
H2
H3
55' RT
HANDHOLE DATA
DOUBLE HANDHOLE
HANDHOLE
HANDHOLE
POST AND MAST ARM DATA
NO. STATION OFFSET DESCRIPTION FDN.
C1 D
P1
P2
P3
P4
A-24D-3'
A-24D-3'
A-24D-3'TRAFFIC SIGNAL POST, GALVANIZED STEEL, 17 FT.
P5
P6 TRAFFIC SIGNAL POST, GALVANIZED STEEL, 17 FT. A-24D-3'
TRAFFIC SIGNAL POST, GALVANIZED STEEL, 17 FT. A-24D-3'
E-30D-10'
TRAFFIC SIGNAL POST, GALVANIZED STEEL, 16 FT. A-24D-3'
A-24D-3'
STEEL COMB. MAST ARM ASSEMBLY AND POLE, 28 FT.P10
EXIS
TIN
G
R.O.W.
C1
P1
H1
H2
H3
H4
H5
H6
P2
P3
P4
P5
P6
P7P8
P9
P10
P7
P8
P9
FULL ACTUATED CONTROLLER AND CABINET, TYPE IV
STEEL COMB. MAST ARM ASSEMBLY AND POLE, 28 FT.
E-30D-10'
A-24D-3'
H6
H5
H4 HANDHOLE
HANDHOLE
HANDHOLE
3"-P
77'
3"-P
16'
2"-P
120'
4"-P
66'
2"-P
8'
2"-P
15'
3"-P
8'
4"-P
76'
2"-P
35'38'
2"-P
2"-P
16'
10'
3"-P
2 @ 10'
"-P211
"-P211
2 @ 7'
2"-P
89'
2"-P
6'
2"-P
22'
4"-P
2 @ 3'
"-P211
4'
236'
237'
"-P211
"-P211
C
LED
12"
R
Y
G
Y
G
A
LED
12"
G
Y
R
B
LED
12"
R
G
Y
FYA
A
A
B
B
CB
C
A
CC
A
B
B
A
B
TRAFFIC SIGNAL POST, GALVANIZED STEEL, 16 FT.
TRAFFIC SIGNAL POST, GALVANIZED STEEL, 16 FT.
TRAFFIC SIGNAL POST, GALVANIZED STEEL, 16 FT.
TRAFFIC SIGNAL POST, GALVANIZED STEEL, 16 FT.
6' X 40'
6'
X 40'
6'
X 40'
6' X 40'
6' X 40'
6'
X 40'
6'
X 40'
"-P211
2 @ 37'
26'
2"-GS
53+12
53+20 57' LT
47' LT
2.5' LT53+15
53+19 47' LT
14+76 37' RT
37' LT14+87
23' LT14+68
25' LT14+57
41' LT14+17
13+61 26' LT
13+56 59' RT13+57
13+44 44' RT
14+75 44' RT
15+39 25' LT
14+52 28' LT
13+67 21' LT
H7
H8 17+73
11+15 30' RT
22' LT
HANDHOLE
HANDHOLE
6' X 6'
6' X 6'
H7
H8
6' X 6'
"-P211
2'
"-P211
2 @ 2'
RADIO ANTENNA
RADIO TRANSCEIVERRADIO
1
1
53
13
14
15+00
13
14
15+00
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME ander00846USER NAME =
PLOT SCALE = 20.0000 ' / in.
PLOT DATE = 7/18/2017
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-Default
DR
AW
N
RE
VIE
WE
D
DR
AW
N
RE
VIE
WE
D
6/27/17
4/3/17
6/27/17
KN
B
KN
B
BW
W
KNB
KNB
BWW
6/29/17 1"=10'SCALE:
SIGNAL PLAN
CARL SANDBURG DRIVE/BROAD STREET
2630KNOX06-01101-40-TL
Ha
ns
on Professio
nal S
ervices In
c.
C
Copyright
Hanson Professio
nal Services Inc.2017
I:\
16jobs\16
L0542\
CA
D\
Road\
Sheet\sht-ts001.d
gn
I:\16jobs\16L0542\CAD\Road\Sheet\sht-ts001.dgn
F.A.U.
DESIG
NE
D
6793
6782
7/18/2017-
11 11
RA
DIO
RA
DIO
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME ander00846USER NAME =
PLOT SCALE = 100.0000 ' / in.
PLOT DATE = 7/18/2017
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-Default
DR
AW
N
RE
VIE
WE
D
DR
AW
N
RE
VIE
WE
D
6/27/17
6/27/17
6/27/17
KN
B
RL
A
BW
W
KNB
RLA
BWW
6/29/17 1"=50'SCALE:
INTERCONNECT PLAN
CARL SANDBURG DRIVE
2930KNOX06-01101-40-TL
Ha
ns
on Professio
nal S
ervices In
c.
C
Copyright
Hanson Professio
nal Services Inc.2017
I:\
16jobs\16
L0542\
CA
D\
Road\
Sheet\sht-intcon001.d
gn
I:\16jobs\16L0542\CAD\Road\Sheet\sht-intcon001.dgn
F.A.U.
DESIG
NE
D
6793
6782
7/18/2017-
RA
DIO
RA
DIO
RA
DIO
CARL SANDBURG DR.
CARL SANDBURG DR.CARL SANDBURG DR.
CARL S
ANDBURG
DR.
HO
ME B
LVD.
FIE
LD
DR.
LIN
COLN P
AR
K
DR.
N. SE
MIN
AR
Y ST.
4
10050050
EXISTING CONTROLLER
EXISTING MAST ARM IN SOUTHWEST QUADRANT
SERVICE INSTALLATION, TYPE A
GALVANAIZED STEEL UNDERGROUND CONDUIT
EXISTING CONTROLLER
GALVANIZED STEEL CONDUIT
SERVICE INSTALLATION, TYPE A
LOCATED IN NORTHWEST QUADRANT
EXISTING LIGHT/UTILITY POLE
LOCATED IN NORTHWEST QUADRANT
EXISTING MAST ARM
LOCATED APPROXIMATELY 250' WEST OF FIELD DRIVE
EXISTING LIGHT POLE
DESCRIPTIONPROPOSED
INTERCONNECT PLAN LEGEND
INTERCONNECT GENERAL NOTES
RADIO
RADIO ANTENNA
TRANSCEIVER
RADIO
CONTROLLER
SIGNAL
SERVICE
POWER FROM ANTENNA
YAGI DIRECTIONAL
COAXIAL CABLEETHERNET CABLE
ONLY AT TRAFFIC SIGNALS
ANTENNA AND TRANCEIVER WIRING DETAIL
RADIO TRANSCEIVER IN CABINET
OF INTERCONNECT EQUIPMENT AT THE INTERSECTION.
SEE BROAD STREET SIGNAL PLANS FOR LOCATION
NOTE:
PROPOSED UTILITY POLE
PROPOSED UTILITY POLE
MOUNTED ON THE POLE.
DRIVE AND LINCOLN PARK DRIVE SHALL BE PLACED IN CABINETS
BE LOCATED IN THE SIGNAL CABINET. THE RADIO TRANSCEIVERS AT FIELD
THE RADIO TRANSCEIVERS AT HOME BLVD AND SEMINARY STREET SHALL 5.
WITH NEC REQUIREMENTS.
EXPOSED METALLIC CONDUITS SHALL BE GROUNDED IN ACCORDANCE
ALL RADIO TRANSCEIVERS, ANTENNAS, CABINETS, SERVICE RISERS, AND 4.
COORDINATED AND APPROVED BY AMEREN.
FROM THE AMEREN UTILITIES AND THE EXACT LOCATION SHALL BE
AND LINCOLN PARK DRIVE SHALL BE PLACED NO LESS THAN 10 FEET
THE PROPOSED UTILITY POLES PLACED NEAR FIELD DRIVE4.
INTERCONNECT SYSTEM SHALL BE CONFIRMED BY THE ENGINEER.
THE LOCATION OF THE ANTENNAS AND OPERATIONS OF THE 3.
LINE OF SIGHT SHOULD BE CONFIRMED BETWEEN ANTENNAS.2.
LESS THAN 30 FEET.
ON THE PROPOSED STRUCTURES, BUT AT A HEIGHT NOT
ALL ANTENNAS SHALL BE MOUNTED AS HIGH AS POSSIBLE 1.