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


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


RETURN WITH BID

Item No. Items Unit Quantity Total


Unit PriceTotal Bid


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


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


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


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


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


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

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VIE

WE

D

DR

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WE

D

6/27/17

4/3/17

6/27/17

RL

A

CLS

MP

B

RLA

CLS

MPB

6/29/17 SCALE:


CARL SANDBURG DRIVE

330KNOX06-01101-40-TL

Ha

ns

on Professio

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ervices In

c.

C

Copyright

Hanson Professio

nal Services Inc.2017

I:\

16jobs\16

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I:\16jobs\16L0542\CAD\Road\Sheet\sht-SOQ001.dgn

F.A.U.

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6793

6782

7/18/2017-

U.

*SPECIALTY ITEMS

1

1

1

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


PLOT SCALE = 10.0000 ' / in.

PLOT DATE = 7/18/2017

=

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED


-

-

-

-

-

-

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DR

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6/27/17

4/3/17

6/27/17

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CLS

MP

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RLA

CLS

MPB

6/29/17 SCALE:


CARL SANDBURG DRIVE

430KNOX06-01101-40-TL

Ha

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C

Copyright

Hanson Professio


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1 1

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


PLOT SCALE = 10.0000 ' / in.

PLOT DATE = 7/18/2017

=

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED


-

-

-

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-Default

DR

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6/27/17

4/3/17

6/27/17

RL

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RLA

CLS

MPB

6/29/17 SCALE:

SCHEDULE OF QUANTITIES

CARL SANDBURG DRIVE

730KNOX06-01101-40-TL

Ha

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on Professio

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ervices In

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C

Copyright

Hanson Professio


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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.


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.


STA. 10+66.29, 32.69' RT.


STA. 12+51.30, 33.38' RT.


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"


STA. 11+85.00, 25.85' RT.

SURFACE REMOVAL, 2"


BEGIN PAVEMENT REMOVAL

STA. 11+85.00, 9.15' LT.

SURFACE REMOVAL, 2"



STA. 11+85.00, 8.94' RT.


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


STA. 11+85.00, 5.44' RT.

GUTTER REMOVAL



STA. 11+85.00, 5.65' LT.

GUTTER REMOVAL



STA. 12+45.08, 25.86' LT.

1

1

11 12

13

11 12

13

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


PLOT SCALE = 20.0000 ' / in.

PLOT DATE = 7/18/2017

=

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED


-

-

-

-

-

-

-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

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on Professio

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ervices In

c.

C

Copyright

Hanson Professio


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




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



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

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on Professio

nal S

ervices In

c.

C

Copyright

Hanson Professio


DESIG

NE

D

SECTION COUNTY


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



+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


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


PLOT SCALE = 40.0000 ' / in.

PLOT DATE = 7/18/2017

=

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED


-

-

-

-

-

-

-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


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


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


PLOT SCALE = 20.0000 ' / in.

PLOT DATE = 7/18/2017

=

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED


-

-

-

-

-

-

-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


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


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


PLOT SCALE = 20.0000 ' / in.

PLOT DATE = 7/18/2017

=

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED


-

-

-

-

-

-

-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


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


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


PLOT SCALE = 20.0000 ' / in.

PLOT DATE = 7/18/2017

=

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED


-

-

-

-

-

-

-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


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.




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


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


PLOT SCALE = 20.0000 ' / in.

PLOT DATE = 7/18/2017

=

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED


-

-

-

-

-

-

-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


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


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


PLOT SCALE = 100.0000 ' / in.

PLOT DATE = 7/18/2017

=

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED


-

-

-

-

-

-

-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


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


GALVANAIZED STEEL UNDERGROUND CONDUIT

EXISTING CONTROLLER

GALVANIZED STEEL CONDUIT


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.

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