below. · loading dock & players parking lot security upgrades. city of chicago, illinois...

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R

J.U.L.I.EJOINTUTILITYLOCATIONINFORMATION FOREXCAVATIONCALL 811

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625 Forest Edge Drive Vernon Hills, IL. 60061TEL 847.478.9700 FAX 847.478.9701

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%%UPROFESSIONAL DESIGN FIRM LICENSE:

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GEWALT HAMILTON ASSOCIATES, INC. DESIGN FIRM - LAND SURVEYOR/PROF ENG LICENSE NUMBER: 184.000922-0010 EXPIRES: 4/30/2021

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GUARANTEED RATE FIELD

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PROJECT LOCATION

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%%uPROPOSED

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%%uFEATURE

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%%uEXISTING

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%%USTANDARD SYMBOLS

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C.O.

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BUFFALO BOX

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CATCH BASIN

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CLEANOUT

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DITCH/SWALE

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ELECTRIC LINE

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FENCE

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FIRE HYDRANT

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BUSH/SHRUB

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ELECTRIC MANHOLE

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FLARED END SECTION

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GAS LINE

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GAS MANHOLE

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GAS VALVE

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INLET

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LIGHT POLE

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POWER POLE

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R.O.W MARKER

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SIGN

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STORM SEWER LINE

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STORM SEWER MANHOLE

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SANITARY SEWER LINE

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SANITARY SEWER MANHOLE

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TELEPHONE LINE

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TELEPHONE MANHOLE

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TELEPHONE BOX/PEDESTAL

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TREE-CONIFEROUS (SIZE/TAG#)

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WATER VALVE

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VALVE VAULT

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850.00

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+

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E

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A

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T

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G

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W

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WATERMAIN LINE

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SPOT ELEVATION

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X

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SANITARY FORCEMAIN LINE

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OVERHEAD WIRES

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CONTOUR

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708

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12"

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TREE-DECIDUOUS (SIZE/TAG#)

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345

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CO

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E

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G

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G

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R

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T

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T

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VALVE BOX

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COMBINE SEWER LINE

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R.O.W LINE

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X

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X

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X

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X

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708

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E

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E

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X

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X

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X

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G

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G

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G

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A

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850.0

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x

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T

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T

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12"

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345

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T

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CULVERT

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(Not to Scale)

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%%ULOCATION MAP

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LOADING DOCK & PLAYERS PARKING LOT SECURITY UPGRADES

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CITY OF CHICAGO, ILLINOIS 60616

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NOTE:

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CONSTRUCTION MEANS, METHODS AND JOB SITE SAFETY IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR

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GEWALT HAMILTON ASSOCIATES, INC. 625 FOREST EDGE DRIVE VERNON HILLS, ILLINOIS 60061 TELEPHONE: 847-478-9700

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%%UTOPOGRAPHIC SURVEY BY:

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CHICAGO, ILLINOIS

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PLAYERS PARKING LOT

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EXPIRATION DATE: NOVEMBER 30, 2021

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ILLINOIS LICENSE NO.: 062-056334

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SIGNED:

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DATE:

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P.E.

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THOMAS A. RYCHLIK

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PLANS PREPARED FOR:

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CONTROL POINTS:

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BENCHMARK:

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%%USHEET INDEX

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1.

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2.

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TITLE SHEET

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EXISTING CONDITIONS/DEMOLITION PLAN

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GEOMETRIC PLAN

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GRADING/UTILITY PLAN

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GENERAL NOTES & DETAILS

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DETAILS

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ACTIVE WEDGE BARRIER DETAILS

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ISSUED FOR BID 08-24-20

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specific project and site named herein, and cannot be

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reproduced in any manner without the express written

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permission from Gewalt-Hamilton Associates, Inc.

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This drawing is the property of Gewalt-Hamilton Assoc., Inc.

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and is not to be used for any purpose other than the

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COPYRIGHT NOTICE

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BY

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G:\4700\4710.315 GRF 2020 CIVIL WORK UPDATE\4710.315-DT1-LOT D.DWG 8/19/2020 3:15 PM 8/19/2020 3:15 PM 8/19/2020 3:15 PM

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TITLE SHEET

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GUARENTEED RATE FIELD

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JEH

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08-24-20

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TAR

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08-24-20

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4710.315

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N.T.S.

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1

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6

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ILLINOIS SPORTS FACILITY AUTHORITY 333 WEST 35TH STREET CHICAGO, ILLINOIS 60616 TELEPHONE: 312-674-5582

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Point #

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66

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71

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Northing

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1880796.87

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1880719.31

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Easting

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1174598.81

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1174916.39

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Elevation

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15.06

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15.74

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Description

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CP66-MAG

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CP71-XSW

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SOURCE BENCHMARK: (BM#9) 1/2" COPPER BOLT IN CONCRETE MONUMENT LOCATED 4' EAST OF EAST LINE OF MICHIGAN TO WEST AND 19' SOUTH OF NORTH LINE OF EAST CHICAGO AVENUE. ELEVATION: 12.892 DATUM: CITY OF CHICAGO


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ASPHALT

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CONCRETE

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CONCRETE

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ASPHALT

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CP-3

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6"

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14"

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6"

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6"

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14"

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16"

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6"

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6"

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6"

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14"

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18"

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16"

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16"

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14"

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7"

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BENCH

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LANDSCAPE

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SIGN

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GRAVEL

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GARBAGE CAN

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ELECTRIC PIPE

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PIPE

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RIM:15.26 T/WATER:10.16 BOTTOM:7.56

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12" VCP

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RIM:15.33 INV:9.98

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8" VCP

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8" VCP

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RIM:15.76 INV:10.01

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8" VCP

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RIM:15.65 INV:10.75

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RIM:15.67 INV:6.42 S INV:6.32 E

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12" VCP

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36" RCP

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36" RCP

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RIM:16.10 INV:3.75

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8" VCP

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8" VCP

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TC

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FL

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15.90

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15.47

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16.15

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15.92

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16.20

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15.84

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16.06

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15.84

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16.17

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15.76

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15.99

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15.54

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15.56

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16.07

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16.42

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15.95

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16.32

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15.89

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16.44

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16.01

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16.53

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16.01

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16.20

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16.40

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15.90

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16.36

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15.93

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16.26

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15.80

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16.35

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15.96

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16.21

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15.77

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16.35

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15.92

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16.30

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16.36

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15.94

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16.49

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16.08

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16.24

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15.81

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16.29

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15.87

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16.20

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15.79

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16.16

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15.72

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16.13

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15.70

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16.00

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15.84

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15.21

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15.77

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16.09

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15.69

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15.96

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15.63

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15.91

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15.46

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15.85

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15.27

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16.20

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15.76

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15.82

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15.38

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16.12

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16.03

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15.72

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15.90

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15.45

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X

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X

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REMOVE FENCE

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REMOVE TREE COMPLETE.

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REMOVE FENCE AND GATES

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REMOVE SIGNS

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REMOVE FENCE AND GATES

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X

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X

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REMOVE INTAKE AND 16 LF OF PIPE CAP CONNECTION AT MAIN

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REMOVE EXISTING ELECTRICAL UTILITY EQUIPMENT

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X

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%%UREMOVAL LEGEND

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X

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PAVEMENT REMOVAL

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SIGN REMOVAL

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X

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UTILITY TO BE REMOVED

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PAVEMENT SAWCUT

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STRUCTURE REMOVAL

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X

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X

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CURB/COMBINATION CURB AND GUTTER REMOVAL

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TREE/SHRUB REMOVAL (INCLUDING STUMP)

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N

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1 inch = ft.

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COPYRIGHT NOTICE

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G:\4700\4710.315 GRF 2020 CIVIL WORK UPDATE\4710.315-PR1.DWG 8/19/2020 3:23 PM 8/19/2020 3:23 PM 8/19/2020 3:23 PM

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EXISTING CONDITIONS/DEMOLITION PLAN

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JEH

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08-24-20

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TAR

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08-24-20

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4710.315

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1" = 10'

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2

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7

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EXISTING CONDITION AND DEMOLITION NOTES 1. Prior to starting any construction, provide soil erosion and sediment control devices as shown on the Prior to starting any construction, provide soil erosion and sediment control devices as shown on the plans and as required per IEPA NPDES guidelines. Refer to notes and details throughout the entire plan set. 2. Prior to starting any excavation work, provide tree protection, preservation and root pruning as shown Prior to starting any excavation work, provide tree protection, preservation and root pruning as shown on the plans and notes throughout the entire plan set. 3. The contractor shall be responsible for fencing the active work zone from the public and protecting the The contractor shall be responsible for fencing the active work zone from the public and protecting the public from any construction related hazards. At a minimum, all excavation, demolition areas and other areas potentially hazardous to pedestrians and vehicles must be protected. 4. At all times, main drive, loading docks, and dumpster areas shall remain open and unobstructed. At all times, main drive, loading docks, and dumpster areas shall remain open and unobstructed. Temporary shut down of one traffic lane at a time will be permitted for short term periods and shall be coordinated with appointed Property Owner construction staff. Short term closings shall be completed within the work day and restored to unobstructed access by the close of the work day. 5. Temporary stone or asphalt pathways shall be provided as needed throughout the course of Temporary stone or asphalt pathways shall be provided as needed throughout the course of construction to facilitate safe pedestrian and vehicular movement. The longitudinal slope of such paths shall not exceed 5% and cross slopes shall not exceed 2%. Provide 6" CA-6 base and 2" surface asphalt. 6. The existing facilities will remain open and actively used. Contractor shall refer to mechanical, electrical The existing facilities will remain open and actively used. Contractor shall refer to mechanical, electrical and architectural plans as applicable and coordinate with utility companies to ensure continuous utility services during demolition and transitioning of services. 7. The contractor is responsible for the demolition and disposal of all existing improvements onsite The contractor is responsible for the demolition and disposal of all existing improvements onsite necessary to complete the job. These improvements include, but are not limited to, existing pavements, curbs, sidewalks, utilities, lighting, light bases, manholes, fences, foundations, and other structures within the work area. Excavate and grade to proposed pavement and building subbase grades. These items shall be completely removed and legally disposed of offsite. 8. Remove or abandon existing utilities as shown. Utilities that are removed, unless otherwise noted, shall Remove or abandon existing utilities as shown. Utilities that are removed, unless otherwise noted, shall be backfilled with CA-6 crushed stone in lifts of 8" or less and compacted to 95% Modified Proctor density. Utilities to be abandoned shall be plugged at both ends with a minimum of 2 feet long non-shrink concrete/mortar plugs. Manhole structures to be abandoned shall have the top section removed, sewers bulkheaded with concrete and backfilled with CA-6 crushed stone. 9. Temporarily remove, store and protect sign and posts within affected work zone for reinstallation. Temporarily remove, store and protect sign and posts within affected work zone for reinstallation. Coordinate onsite storage with Property Owner. 10. The Contractor shall include all associated costs with the removal, transport, disposal, testing and The Contractor shall include all associated costs with the removal, transport, disposal, testing and certification of "Uncontaminated Soil" as defined under 415 ILCS 5/3.160 including any fees, taxes, or surcharges charged by or through the operator(s) of Clean Construction or Demolition Debris Fill Operations or Uncontaminated Soil Fill Operations for the acceptance of Uncontaminated Soil.

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DISTURBANCE AREA: 6,570 SF


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ASPHALT

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CONCRETE

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CONCRETE

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ASPHALT

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CP-3

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6"

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14"

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6"

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6"

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14"

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6"

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14"

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7"

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BENCH

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LANDSCAPE

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GRAVEL

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GARBAGE CAN

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PIPE

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FENCE BY OTHERS

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FENCE AND GATES BY OTHERS

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FENCE BY OTHERS

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TRAFFIC LOOP BY OTHERS (TYP)

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ACTIVE WEDGE BARRIER BY OTHERS

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%%UPROPOSED LEGEND

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CURB & GUTTER (REGULAR)

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DETECTABLE WARNINGS

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CURB & GUTTER (REVERSE PITCH)

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HMA PAVEMENT

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CURB & GUTTER (DEPRESSED)

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( IN FEET )

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GEOMETRIC PLAN

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JEH

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08-24-20

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TAR

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08-24-20

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4710.315

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1" = 10'

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3

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GEOMETRIC AND PAVING PLAN 1. All pavement dimensions are to edge of pavement, unless otherwise noted. E=edge of pavement, All pavement dimensions are to edge of pavement, unless otherwise noted. E=edge of pavement, B=back of curb, F=face of curb. Radii dimensions are to back of curb. 2. Install all curb and sidewalk as shown. Note some curbs require reverse pitch gutter. Dowel new Install all curb and sidewalk as shown. Note some curbs require reverse pitch gutter. Dowel new sidewalk and curb to existing and proposed curbs per general notes. When constructing a carriage walk, the proposed sidewalk contraction and expansion joints shall align with existing curb joints. 3. Provide 1.90% cross slope and 4.5% maximum longitudinal slope on all sidewalks and pedestrian path Provide 1.90% cross slope and 4.5% maximum longitudinal slope on all sidewalks and pedestrian path ways unless otherwise indicated. Illinois accessibility code requires a maximum constructed cross slope of 2.00% and longitudinal slope of 5.00%. 4. Install bituminous pavement as shown. Refer to detail sheet for specific pavement sections and general Install bituminous pavement as shown. Refer to detail sheet for specific pavement sections and general note sheet for construction, testing and compaction requirements. 5. Install PCC pavement as shown. Refer to detail sheet for specific pavement section and general notes Install PCC pavement as shown. Refer to detail sheet for specific pavement section and general notes for construction, testing and compaction requirements. 6. All parking lot stall markings shall be 4" Yellow paint and all other parking lot pavement markings shall All parking lot stall markings shall be 4" Yellow paint and all other parking lot pavement markings shall be paint, color as noted, in accordance with Section 780 of the IDOT Standard Specifications. (Two single applications, 16 mils each required). Site pavement marking shall be coordinated with Site engineer. Contractor shall notify site engineer 48 hrs prior to installing pavement marking. 7. For handicapped stall markings, refer to Handicapped Parking Stall and Sign Dimensioning Detail. For handicapped stall markings, refer to Handicapped Parking Stall and Sign Dimensioning Detail. 8. Contractor shall install temporary erosion control seed and blanket as necessary to meet soil erosion Contractor shall install temporary erosion control seed and blanket as necessary to meet soil erosion and sediment control requirements. Refer to notes and details throughout the plan set for specific material requirements.

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ASPHALT

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CONCRETE

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CONCRETE

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ASPHALT

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CP-3

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6"

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14"

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6"

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6"

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14"

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6"

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6"

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16"

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14"

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7"

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BENCH

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LANDSCAPE

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GRAVEL

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GARBAGE CAN

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ELECTRIC PIPE

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PIPE

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12" VCP

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RIM:15.33 INV:9.98

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8" VCP

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8" VCP

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RIM:15.76 INV:10.01

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8" VCP

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RIM:15.65 INV:10.75

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RIM:15.67 INV:6.42 S INV:6.32 E

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12" VCP

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36" RCP

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36" RCP

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RIM:16.10 INV:3.75

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8" VCP

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8" VCP

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MH #1, 48" DIA. RIM: 15.57 INV: 9.51 EXISTING INV: 11.90 NW, SW

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INL #2, 24" DIA. RIM: 15.05 INV: 12.05

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INL #1, 24" DIA. RIM: 15.55 INV: 12.55

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26 LF, 8" VCP @ 2.85%

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16 LF, 8" PVC @ 1.00%

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16.05

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15.65

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING

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2.00%

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2.00%

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ADJUST RIM TO GRADE INSTALL CLOSED LID

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0.50%

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0.50%

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INL #3, 24" DIA. RIM: 15.27 INV: 12.13

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8 LF, 8" PVC @ 1.00%

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15.95

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15.55

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42 LF, 8" VCP @ 3.20%

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CONNECT TO ACTIVE WEDGE BARRIER DRAIN LINE. REFER TO DETAILS ON SHEET 7 INV: 13.90

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PROPOSED STORM SEWER

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PROPOSED STORM INLET

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%%UGRADING LEGEND

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SUMMIT

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0.50%

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GRADE BREAK

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SLOPES

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TOP OF CURB

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PROPOSED SPOT ELEVATION

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FLOW LINE

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CURB & GUTTER (DEPRESSED)

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CURB & GUTTER (REGULAR)

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CURB & GUTTER (REVERSE PITCH)

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670.30

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624.70

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624.20

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N

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0

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GRAPHIC SCALE

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1 inch = ft.

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( IN FEET )

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5

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10

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10

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COPYRIGHT NOTICE

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GRADING/UTILITY PLAN

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JEH

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08-24-20

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TAR

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08-24-20

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4710.315

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1" = 10'

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4

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7

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UTILITY PLAN NOTES 1. The contractor shall verify the exact location and elevation of existing utilities prior to initiating work. The contractor shall verify the exact location and elevation of existing utilities prior to initiating work. Any discrepancies found between the information noted on the plans and actual field conditions, or any conflicts with proposed improvements shall be reported to the engineer immediately. The contractor shall not proceed any further until given written clarification on how to proceed. 2. Install storm sewer as shown. Refer to Storm Sewer requirement table on General Notes Sheet for pipe Install storm sewer as shown. Refer to Storm Sewer requirement table on General Notes Sheet for pipe material, joint, frame and grate, stone bedding and testing requirements.

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GRADING PLAN NOTES 1. Prior to starting any construction, provide soil erosion and sediment control devices as shown on the Prior to starting any construction, provide soil erosion and sediment control devices as shown on the plans and as required per IEPA NPDES guidelines. Refer to notes and details throughout the entire plan set. 2. Prior to starting any excavation work, provide tree protection, preservation and root pruning as shown Prior to starting any excavation work, provide tree protection, preservation and root pruning as shown on the plans and notes throughout the entire plan set. 3. Refer to General Notes for grading, compaction and proof roll requirements. Refer to General Notes for grading, compaction and proof roll requirements. 4. Handicap accessible parking spaces shall be constructed between 1.0% and 1.90% maximum slopes in Handicap accessible parking spaces shall be constructed between 1.0% and 1.90% maximum slopes in any one direction. Illinois accessibility code permits a maximum constructed slope of 2.00%. 5. Crushed concrete meeting IDOT certifications for the design plan gradations for non-porous pavement Crushed concrete meeting IDOT certifications for the design plan gradations for non-porous pavement and sidewalk stone base, structural fill, and trench backfill will be permitted. 6. The contractor shall import or export soil as necessary to construct the site to specified plan grades. The contractor shall import or export soil as necessary to construct the site to specified plan grades. Such work is considered incidental to the contract and no additional compensation shall be allowed for such work. Minor adjustments to grades can be accommodated with Project Engineer approval. 7. The Contractor shall include all associated costs with the removal, transport, disposal, testing and The Contractor shall include all associated costs with the removal, transport, disposal, testing and certification of "Uncontaminated Soil" as defined under 415 ILCS 5/3.160 including any fees, taxes, or surcharges charged by or through the operator(s) of Clean Construction or Demolition Debris Fill Operations or Uncontaminated Soil Fill Operations for the acceptance of Uncontaminated Soil. 8. All structures shall be adjusted to meet finished turf and pavement grades.All structures shall be adjusted to meet finished turf and pavement grades.

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COPYRIGHT NOTICE

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SHEET NUMBER:

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GHA PROJECT #

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CHECKED BY:

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GENERAL NOTES & DETAILS

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JEH

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08-24-20

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TAR

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4710.315

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N.T.S.

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5

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UTILITY NOTES 1. UNDERGROUND WORK SHALL INCLUDE TRENCHING, DISPOSAL OF EXCESS MATERIAL, DEWATERING, UNDERGROUND WORK SHALL INCLUDE TRENCHING, DISPOSAL OF EXCESS MATERIAL, DEWATERING, INSTALLATION OF PIPE, CASTINGS, STRUCTURES, BACKFILLING OF TRENCHES AND COMPACTION, AND TESTING AS SHOWN ON THE CONSTRUCTION PLANS. FITTINGS AND ACCESSORIES NECESSARY TO COMPLETE THE WORK MAY NOT BE SPECIFIED BUT SHALL BE CONSIDERED AS INCLUDED TO THE COST OF THE CONTRACT. ALL SEWER SHALL BE INSTALLED USING A LASER AND BEGIN AT THE DOWNSTREAM END. 2. MACHINE CORE ALL CONNECTIONS TO EXISTING STRUCTURES USING A CORE DRILL. HAMMERING OR MACHINE CORE ALL CONNECTIONS TO EXISTING STRUCTURES USING A CORE DRILL. HAMMERING OR SAWING OF STRUCTURES WILL NOT BE ALLOWED. 3. ALL CONNECTIONS TO EXISTING OR DISSIMILAR STORM/SANITARY LINES SHALL BE DONE WITH ALL CONNECTIONS TO EXISTING OR DISSIMILAR STORM/SANITARY LINES SHALL BE DONE WITH STAINLESS STEEL NON-SHEAR COUPLINGS. 4. STONE BEDDING AND BACKFILL SHALL BE OMITTED FOR A DISTANCE OF 15 FEET UP AND DOWNSTREAM STONE BEDDING AND BACKFILL SHALL BE OMITTED FOR A DISTANCE OF 15 FEET UP AND DOWNSTREAM OF SEWERS DRAINING TO OR FROM PONDS OR STREAMS. THE REPLACED BEDDING SHALL BE SILTY CLAY SOIL MECHANICALLY COMPACTED TO 90% MODIFIED PROCTOR DENSITY. THE USE OF PERMEABLE SOILS WILL NOT BE PERMITTED.

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03.15.2016

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INLET TYPE A

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4" GRANULAR BEDDING

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CONCRETE BENCH, 4%

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GROUND LINE

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NOTES: 1. SEE STORM TABLE FOR FURTHER SEE STORM TABLE FOR FURTHER REQUIREMENTS. 2. PRECAST REINFORCED CONCRETE PRECAST REINFORCED CONCRETE SECTIONS PER ASTM C-478 AND PREFORMED BITUMINOUS JOINTS WITH INTEGRAL PRECAST BOTTOMS. 3. PIPE OPENINGS SHALL BE PRECAST PIPE OPENINGS SHALL BE PRECAST INTO WALLS. 4. FINAL ADJUSTMENT TO FRAMES TO BE FINAL ADJUSTMENT TO FRAMES TO BE DONE WITH STEEL SHIMS SET IN MORTAR.

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AGGREGATE BASE COURSE

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PAVEMENT

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10.08.2018

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STORM TRENCH DETAIL

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SELECT EXCAVATED MATERIAL

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GRANULAR MATERIAL PIPE BEDDING

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FINISHED GRADE (TOP OF PAVEMENT OR TOPSOIL)

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SEE PLAN FOR PIPE DIA.

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TRENCH BACKFILL REQUIRED UNDER OR WITHIN TWO FEET OF NON-TURFED AREAS.

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SPECIAL TRENCH BEDDING 3" COARSE AGGREGATE WHERE BOTTOM OF TRENCH IS UNSTABLE.

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4" MIN.

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TRENCH WIDTH WIDTH (MAX.) = 9" + OD + 9" WHEN TRENCH 5 FT. 5 FT. 5 FT. WIDTH (MAX.) = 18" + OD + 18" WHEN TRENCH > 5 FT.

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TOPSOIL

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VARIES

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NOTE: SEE STORM TABLE FOR MATERIAL REQUIREMENTS.

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SPRING LINE OF PIPE

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RIGID PIPE INSTALLATION

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03.15.2016

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STORM MANHOLE TYPE A

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GROUND LINE

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VARIES

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2'-6" TO 4'-3"

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4" GRANULAR BEDDING

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CONCRETE BENCH

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DIA

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48"

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60"

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72"

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MIN. THICKNESS (t)

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4"

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5"

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6"

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NOTES: 1. SEE STORM TABLE FOR FURTHER SEE STORM TABLE FOR FURTHER REQUIREMENTS. 2. PRECAST REINFORCED CONCRETE PRECAST REINFORCED CONCRETE SECTIONS PER ASTM C-478 AND PREFORMED BITUMINOUS JOINTS WITH INTEGRAL PRECAST BOTTOMS. 3. PIPE OPENINGS SHALL BE PRECAST INTO PIPE OPENINGS SHALL BE PRECAST INTO WALLS. 4. I.D.O.T #602601 FOR FLAT TOPS. I.D.O.T #602601 FOR FLAT TOPS. 5. PRECAST PCC BENCH SHALL EXTEND TO PRECAST PCC BENCH SHALL EXTEND TO CROWN AND SLOPE TO OUTSIDE WALL, SMOOTH FINISH. 6. STEPS TO BE STEEL REINFORCED PLASTIC. STEPS TO BE STEEL REINFORCED PLASTIC. A. IMBEDDED 3" INTO STRUCTURE WALL. IMBEDDED 3" INTO STRUCTURE WALL. B. SPACED AT 16" CENTER TO CENTER. SPACED AT 16" CENTER TO CENTER. C. FIRST STEP LOCATED 8"-12" BELOW FIRST STEP LOCATED 8"-12" BELOW FRAME. 7. FINAL ADJUSTMENT TO FRAMES TO BE FINAL ADJUSTMENT TO FRAMES TO BE DONE WITH STEEL SHIMS SET IN MORTAR.

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GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE PERFORMED ACCORDING TO THE ILLINOIS DEPARTMENT OF ALL CONSTRUCTION SHALL BE PERFORMED ACCORDING TO THE ILLINOIS DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" LATEST EDITION, THE "SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS" LATEST EDITION, THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS" LATEST EDITION, THE ILLINOIS PLUMBING CODE, THE DETAILS IN THESE PLANS, THE CONTRACT DOCUMENTS, ALL APPLICABLE REQUIREMENTS OF THE ILLINOIS DEPARTMENT OF TRANSPORTATION, THE IEPA AND ORDINANCES OF AUTHORITIES HAVING JURISDICTION AND ALL ADDENDA THERETO. 2. EASEMENTS FOR THE EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE AND UTILITIES WITHIN PUBLIC EASEMENTS FOR THE EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE AND UTILITIES WITHIN PUBLIC RIGHTS-OF-WAY ARE SHOWN ON THE PLANS ACCORDING TO AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION IN THE FIELD OF THESE UTILITY LINES AND THEIR PROTECTION FROM DAMAGE DUE TO CONSTRUCTION OPERATIONS. IF EXISTING UTILITY LINES OF ANY NATURE ARE ENCOUNTERED WHICH CONFLICT WITH NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT THE CONFLICT MAY BE RESOLVED. 3. WHENEVER, DURING CONSTRUCTION OPERATIONS, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW WHENEVER, DURING CONSTRUCTION OPERATIONS, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF GUTTERS, DRAINAGE STRUCTURES, DITCHES, ETC. SUCH THAT THE NATURAL FLOW LINE OF WATER IS OBSTRUCTED, THE LOOSE MATERIAL WILL BE REMOVED AT THE CLOSE OF EACH WORKING DAY. AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL DRAINAGE STRUCTURES AND FLOW LINES SHALL BE FREE FROM DIRT AND DEBRIS. THIS WORK SHALL BE CONSIDERED INCLUDED IN THE CONTRACT. THE CONTRACTOR'S FAILURE TO PROVIDE THE ABOVE WILL PRECLUDE ANY POSSIBLE THE CONTRACTOR'S FAILURE TO PROVIDE THE ABOVE WILL PRECLUDE ANY POSSIBLE ADDED COMPENSATION REQUESTED DUE TO DELAYS OR UNSUITABLE MATERIALS CREATED AS A RESULT THEREOF. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AFFECTING THEIR WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AFFECTING THEIR WORK WITH THE ACTUAL CONDITIONS AT THE JOB SITE PRIOR TO ORDERING MATERIALS. IN ADDITION, THE CONTRACTOR MUST VERIFY THE LINE AND GRADES. IF THERE ARE ANY DISCREPANCIES FROM WHAT IS SHOWN ON THE CONSTRUCTION PLANS, STANDARD SPECIFICATIONS AND/OR SPECIAL DETAILS, THE CONTRACTOR SHALL SECURE WRITTEN INSTRUCTION FROM THE ENGINEER PRIOR TO PROCEEDING WITH ANY PART OF THE WORK AFFECTED BY OMISSION OR DISCREPANCIES. FAILING TO SECURE SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT HIS/HER OWN RISK AND EXPENSE AND NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR ANY COSTS INCURRED.. 5. ALL PAVEMENT DIMENSIONS ARE SHOWN TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ALL PAVEMENT DIMENSIONS ARE SHOWN TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 6. WHERE SECTION OR SUBSECTION MONUMENTS ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED WHERE SECTION OR SUBSECTION MONUMENTS ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED BEFORE THE MONUMENTS ARE REMOVED. THE CONTRACTOR SHALL CAREFULLY PRESERVE ALL PROPERTY MARKS AND MONUMENTS UNTIL THE OWNER, AUTHORIZED SURVEYOR OR AGENT HAS WITNESSED OR OTHERWISE REFERENCED THEIR LOCATION. 7. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS PRIOR TO BEGINNING WORK. 8. IF DURING CONSTRUCTION THE CONTRACTOR ENCOUNTERS OR OTHERWISE BECOMES AWARE OF ANY IF DURING CONSTRUCTION THE CONTRACTOR ENCOUNTERS OR OTHERWISE BECOMES AWARE OF ANY SEWERS OR UNDERDRAINS OTHER THAN THOSE SHOWN ON THE PLANS, HE/SHE SHALL INFORM THE ENGINEER, WHO SHALL DIRECT THE WORK NECESSARY TO MAINTAIN OR REPLACE THE FACILITIES IN SERVICE AND TO PROTECT THEM FROM DAMAGE DURING CONSTRUCTION IF MAINTAINED. EXISTING FACILITIES TO BE MAINTAINED THAT ARE DAMAGED BECAUSE OF NON-COMPLIANCE WITH THIS PROVISION SHALL BE REPLACED AT THE CONTRACTOR'S OWN EXPENSE. 9. THE CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES AND HAND SANITIZING STATIONS FOR THE CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES AND HAND SANITIZING STATIONS FOR THE USE OF ALL THE CONTRACTORS PERSONNEL EMPLOYED ON THE WORK SITE. THE FACILITIES SHALL BE MAINTAINED IN PROPER SANITARY CONDITION THROUGHOUT THE PROJECT. THE LOCATION OF THE TEMPORARY FACILITIES SHALL BE APPROVED BY THE ENGINEER. 10. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE NPDES PERMIT AND SWPPP MANUAL. IF THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE NPDES PERMIT AND SWPPP MANUAL. IF NO NPDES PERMIT OR SWPPP MANUAL IS NEEDED FOR THE PROJECT THE CONTRACTOR SHALL PERFORM SOIL EROSION SEDIMENT CONTROL BEST PRACTICES OR AS DIRECTED BY THE OWNER TO PREVENT ILLICIT DISCHARGES FROM THE SITE.

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PROJECT SPECIFIC NOTES 1. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE GUARANTEED BY THE CONTRACTOR AND HIS SURETY ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE GUARANTEED BY THE CONTRACTOR AND HIS SURETY FOR A PERIOD OF 12 MONTHS FROM THE DATE OF INITIAL ACCEPTANCE OF THE WORK BY THE OWNER AGAINST ALL DEFECTS IN MATERIALS AND WORKMANSHIP OF WHATEVER NATURE. 2. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER (847-478-9700) AT LEAST 72 HOURS PRIOR TO CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER (847-478-9700) AT LEAST 72 HOURS PRIOR TO PROJECT ENGINEER (847-478-9700) AT LEAST 72 HOURS PRIOR TO AT LEAST 72 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 3. THE CONTRACTOR SHALL INDEMNIFY THE OWNER, ENGINEER, THE MUNICIPALITY AND THEIR AGENTS, FROM ALL THE CONTRACTOR SHALL INDEMNIFY THE OWNER, ENGINEER, THE MUNICIPALITY AND THEIR AGENTS, FROM ALL LIABILITY INVOLVED IN CONSTRUCTION, INSTALLATION AND TESTING OF THE WORK ON THIS PROJECT. 4. ALL ELEVATIONS ARE ON CHICAGO DATUM. ALL ELEVATIONS ARE ON CHICAGO DATUM. CHICAGO DATUM. DATUM. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL TRAFFIC CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL TRAFFIC CONTROL TO ADEQUATELY INFORM AND PROTECT THE PUBLIC OF ALL CONSTRUCTION OPERATIONS. 6. PRIOR TO PLACEMENT OF FABRIC AND STONE, THE SUBGRADE SHALL BE PROOF-ROLLED IN THE PRESENCE OF PRIOR TO PLACEMENT OF FABRIC AND STONE, THE SUBGRADE SHALL BE PROOF-ROLLED IN THE PRESENCE OF THE ENGINEER. PROOF-ROLLING SHALL BE DONE USING A THREE AXLE DUMP TRUCK TOGETHER WITH LOAD WEIGHING AT LEAST TWENTY-FIVE (25) TONS. THE LOAD SHALL BE UNIFORMLY PLACED IN THE DUMP BODY. ALL DEFICIENCIES SHALL BE REPAIRED AND RE-PROOF-ROLLED UNTIL FOUND ACCEPTABLE TO THE ENGINEER. 7. CRUSHED CONCRETE IS NOT PERMITTED FOR USE ON THE PROJECT UNLESS PRIOR WRITTEN NOTICE IS GIVEN BY CRUSHED CONCRETE IS NOT PERMITTED FOR USE ON THE PROJECT UNLESS PRIOR WRITTEN NOTICE IS GIVEN BY CONCRETE IS NOT PERMITTED FOR USE ON THE PROJECT UNLESS PRIOR WRITTEN NOTICE IS GIVEN BY THE ENGINEER. . 8. ALL STONE USED ON THE PROJECT SHALL BE CRUSHED UNLESS SPECIFICALLY NOTED OTHERWISE. ALL STONE USED ON THE PROJECT SHALL BE CRUSHED UNLESS SPECIFICALLY NOTED OTHERWISE. STONE USED ON THE PROJECT SHALL BE CRUSHED UNLESS SPECIFICALLY NOTED OTHERWISE. . 9. ALL CONCRETE SHALL HAVE A LIGHT BROOM FINISH APPLIED WITHIN 1 HOUR OF FINAL STRIKING. ALL CONCRETE SHALL HAVE A LIGHT BROOM FINISH APPLIED WITHIN 1 HOUR OF FINAL STRIKING. 10. ALL CONCRETE SHALL CONSIST OF PORTLAND CEMENT CONCRETE MEETING REQUIREMENTS OF SECTION 1020. ALL CONCRETE SHALL CONSIST OF PORTLAND CEMENT CONCRETE MEETING REQUIREMENTS OF SECTION 1020. ALL SIDEWALKS, CURBS AND POST FOUNDATIONS SHALL BE CLASS SI 3,500 PSI @ 14 DAYS. ALL PAVEMENT SHALL BE CLASS PV 3,500 PSI @ 14 DAYS. WHERE NOTED ON THE PLANS HIGH EARLY CONCRETE SHALL BE CLASS PV TYPE III 3,500 PSI CONCRETE @ 3 DAYS. ALL CONCRETE REQUIRING A CURE TIME FASTER THAN 3 DAYS SHALL HAVE A MIX DESIGN SUBMITTED TO THE ENGINEER FOR APPROVAL. WHEN REQUIRED BY THE MUNICIPALITY, FLY ASH SHALL NOT BE USED IN THE MIX DESIGN. SLUMP SHALL BE 2-4" AND AIR CONTENT SHALL BE BETWEEN 5-8% UNLESS MODIFIED BY ARTICLE 1020.04. 11. ALL CONCRETE SHALL HAVE A WHITE, IDOT TYPE 3 CURING COMPOUND APPLIED TO THE SURFACE WITHIN 1 ALL CONCRETE SHALL HAVE A WHITE, IDOT TYPE 3 CURING COMPOUND APPLIED TO THE SURFACE WITHIN 1 HOUR OF FINAL STRIKING AT THE MANUFACTURER RECOMMENDED APPLICATION RATE. 12. 3/4" THICK PRE-MOLDED FIBER EXPANSION JOINTS WITH 2 , 3/4" x 18" PLAIN ROUND, STEEL DOWEL BARS 3/4" THICK PRE-MOLDED FIBER EXPANSION JOINTS WITH 2 , 3/4" x 18" PLAIN ROUND, STEEL DOWEL BARS SHALL BE INSTALLED IN ALL CURBS AT (45') FORTY-FIVE FOOT INTERVALS AND AT ALL P.C.'S, P.T.'S AND CURB RETURNS. ALTERNATE ENDS OF THE DOWEL BARS SHALL BE GREASED AND FITTED WITH METAL EXPANSION TUBES. ALL EXPANSION JOINTS MUST BE FREE OF CONCRETE FOR FULL DEPTH. CONTRACTION JOINTS SHALL BE TOOLED AT 15' INTERVALS. 13. UNLESS OTHERWISE NOTED ON THE PLANS WHENEVER NEW CONCRETE ABUTS EXISTING/ OR NEW CONCRETE SET UNLESS OTHERWISE NOTED ON THE PLANS WHENEVER NEW CONCRETE ABUTS EXISTING/ OR NEW CONCRETE SET A 1/2" THICK PRE-MOLDED FIBER EXPANSION JOINT AND DOWEL WITH SMOOTH 12" #4 BARS @ 24" O.C. THIS INCLUDES CONCRETE POURED ADJACENT TO EXISTING SIDEWALKS, CURBS AND BUILDING. THE DOWEL BARS SHOULD BE 4" INTO EXISTING CONCRETE WITH 8" EXTENDING INTO NEW CONCRETE. 14. ALL DOWEL BARS AND TIE BARS SHALL BE EPOXY COATED UNLESS NOTED OTHERWISE. ALL DOWEL BARS AND TIE BARS SHALL BE EPOXY COATED UNLESS NOTED OTHERWISE. 15. ALL PAVEMENT AND BUILDING SUBGRADE SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY (ASTM ALL PAVEMENT AND BUILDING SUBGRADE SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY (ASTM D-1557). ALL SUBGRADE IN LAWN AREAS SHALL BE COMPACTED TO 90% MODIFIED PROCTOR DENSITY (ASTM D-1557). ALL TOPSOIL AND SUBGRADE 6" BELOW TOPSOIL SHALL BE COMPACTED TO 80% STANDARD PROCTOR DENSITY (ASTM D-698) 16. SPREAD SCREENED TOPSOIL ON ALL DISTURBED AREAS AND PROPOSED GREEN AREAS. TOPSOIL SHALL SPREAD SCREENED TOPSOIL ON ALL DISTURBED AREAS AND PROPOSED GREEN AREAS. TOPSOIL SHALL COMPLY WITH REQUIREMENTS OF ARTICLE 1081.05.

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EROSION CONTROL NOTES 1. AT A MINIMUM, THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT AT A MINIMUM, THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE LATEST EDITION OF THE ILLINOIS ENVIRONMENTAL PROTECTION AGENCY'S URBAN MANUAL. 2. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. 3. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY ROAD OF MATERIAL THAT IS FROM THE PROJECT. THIS WILL BE DONE AT THE CLOSE OF EACH DAY OF WORK OR MORE FREQUENTLY AS FIELD CONDITIONS WARRANT. 4. ALL STORM WATER STRUCTURES WITH OPEN LIDS SHALL BE PROTECTED WITH INLET FILTER BASKETS. ALL STORM WATER STRUCTURES WITH OPEN LIDS SHALL BE PROTECTED WITH INLET FILTER BASKETS. DURING CONSTRUCTION, SEDIMENT SHALL BE REMOVED AS NEEDED, AND BASKETS SHALL BE REPAIRED OR REPLACED AS NEEDED. 5. AFTER ACHIEVING PERMANENT VEGETATION, ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE AFTER ACHIEVING PERMANENT VEGETATION, ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED, AND THE DRAINAGE STRUCTURES SHALL BE CLEANED. 6. THE CONTRACTOR SHALL KEEP A WATER SOURCE AT THEIR DISPOSAL FOR THE PURPOSE OF THE CONTRACTOR SHALL KEEP A WATER SOURCE AT THEIR DISPOSAL FOR THE PURPOSE OF WATERING DOWN SOIL ON SITE AND ADJACENT ROADWAYS WHICH OTHERWISE MAY BECOME AIRBORNE. 7. THE CONTRACTOR SHALL STABILIZE ALL IDLE, DISTURBED AREAS WITHIN SEVEN DAYS OF CESSATION THE CONTRACTOR SHALL STABILIZE ALL IDLE, DISTURBED AREAS WITHIN SEVEN DAYS OF CESSATION OF THE CONSTRUCTION ACTIVITIES IN THAT AREA. 8. THE CONTRACTOR IS EXPRESSLY ADVISED NOT TO DISTURB AREAS WHICH ARE OUTSIDE THOSE THE CONTRACTOR IS EXPRESSLY ADVISED NOT TO DISTURB AREAS WHICH ARE OUTSIDE THOSE NECESSARY TO PROVIDE THE IMPROVEMENTS AS CALLED FOR IN THE PLANS. 9. ALL EROSION CONTROL MEASURES SHALL BE REPLACED IF DAMAGED OR MAINTAINED THROUGHOUT ALL EROSION CONTROL MEASURES SHALL BE REPLACED IF DAMAGED OR MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. 10. ALL BYPASS CHANNELS, MUST BE CONSTRUCTED SO THAT CHANNEL FLOWS WILL NOT CAUSE ALL BYPASS CHANNELS, MUST BE CONSTRUCTED SO THAT CHANNEL FLOWS WILL NOT CAUSE EROSION OF EXCAVATED MATERIAL. IN EACH CASE A SEDIMENTATION BASIN MUST BE CONSTRUCTED SO AS TO ALLOW THE SEDIMENT TO SETTLE PRIOR TO THE DOWNSTREAM OUTLET OF THE PROJECT AREA. 11. PUMPS MAY BE USED AS BYPASS DEVICES, BUT IN NO CASE WILL THE WATER BE DIVERTED OUTSIDE PUMPS MAY BE USED AS BYPASS DEVICES, BUT IN NO CASE WILL THE WATER BE DIVERTED OUTSIDE THE PROJECT LIMIT. ALL PUMPED WATER SHALL BE FREE OF SILT. PUMPING MAY REQUIRE THE USE OF A SEDIMENT CONTAINMENT FILTER BAG AND OTHER SUPPLEMENTAL SEDIMENT CONTROL MEASURES. 12. CONCRETE WASHOUT FACILITIES SHALL BE MADE AVAILABLE IF NEEDED, AND PROPERLY MAINTAINED CONCRETE WASHOUT FACILITIES SHALL BE MADE AVAILABLE IF NEEDED, AND PROPERLY MAINTAINED THROUGHOUT THE PROJECT. 13. PROPERLY MANAGE ALL MATERIAL STORAGE AREAS, PORTABLE TOILETS, AND EQUIPMENT FUELING, PROPERLY MANAGE ALL MATERIAL STORAGE AREAS, PORTABLE TOILETS, AND EQUIPMENT FUELING, CLEANING, AND MAINTENANCE AREAS TO ENSURE THESE AREAS ARE FREE OF SPILLS, LEAKS, OR OTHER POTENTIAL POLLUTANTS. 14. WASTE, CONSTRUCTION DEBRIS, AND BUILDING MATERIALS SHALL BE COLLECTED AND PLACED IN WASTE, CONSTRUCTION DEBRIS, AND BUILDING MATERIALS SHALL BE COLLECTED AND PLACED IN APPROVED RECEPTACLES.


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10.12.2018

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MEDIUM DUTY

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PAVEMENT DETAIL

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2" HMA SURFACE COURSE, MIX 'D', N50

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3" HMA BINDER COURSE, IL-19.0, N50

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6" CA-6 CRUSHED STONE

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BY

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DETAILS

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JEH

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08-24-20

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TAR

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08-24-20

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4710.315

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N.T.S.

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6

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7

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12.08.2018

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PAVEMENT PATCH FOR NEW

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CURB INSTALLATION

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EXISTING PAVEMENT

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2" HMA SURFACE COURSE

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CURB AND GUTTER, SEE DETAIL

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FULL DEPTH SAWCUT

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REMOVE AND REPLACE WITH 4" AGGREGATE BASE COURSE MEETING CA-6 GRADATION

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PORTLAND CEMENT CONCRETE BASE COURSE, 8" MINIMUM OR MATCH EXISTING

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PRIME EDGES OF PATCH AREA

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SEE PCC NOTES ON SHEET C3

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10.12.2018

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PCC SIDEWALK DETAIL

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95% STANDARD PROCTOR COMPACTION

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4" OF 1/4"-3/4" CRUSHED STONE CA-6

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6" PCC SIDEWALK

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#4 DOWEL BARS @ 24" O.C.

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CROSS SLOPE AT MAXIMUM 2% OR AS SHOWN ON PLANS

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EXISTING SIDEWALK

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PCC CURB

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6" PCC SIDEWALK

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#4 DOWEL BARS @ 24" O.C.

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4" OF 1/4"-3/4" CRUSHED STONE CA-6

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SEE PCC NOTES BELOW

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10.12.2018

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PCC PAVEMENT DETAIL

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PCC CURB

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6" CA-6 CRUSHED STONE

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8" PCC CONCRETE

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#6 TIE BARS @ 24" O.C.

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1/2" EXPANSION JOINT

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SEE PCC NOTES BELOW

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%%UPCC NOTES

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1. SET 3/4" EXPANSION JOINTS AT POINTS ABUTTING CURB OR PAVEMENT SET 3/4" EXPANSION JOINTS AT POINTS ABUTTING CURB OR PAVEMENT AND AT 60' MAX. INTERVALS. 2. CONTROL JOINTS SHALL BE 1/8" TO 1/4" WIDE AND 1/4 OF THE CONTROL JOINTS SHALL BE 1/8" TO 1/4" WIDE AND 1/4 OF THE SIDEWALK THICKNESS DEEP. THE EDGE OF THE CONTROL JOINTS SHALL BE GIVEN A 1/4" RADIUS. JOINTS TO BE LOCATED AT 5' MAX. INTERVALS. 3. THREE #4 DEFORMED STEEL BARS SHALL BE INSTALLED IN THE THREE #4 DEFORMED STEEL BARS SHALL BE INSTALLED IN THE SIDEWALK CENTERED OVER ALL TRENCH CROSSINGS. THEY SHALL EXTEND 10 FEET BEYOND THE EDGES OF THE TRENCH. 4. SIDEWALK ADJACENT TO NEW OR EXISTING CURB, OR EXISTING SIDEWALK ADJACENT TO NEW OR EXISTING CURB, OR EXISTING SIDEWALK SHALL BE DOWELED TO CURB OR EXISTING SIDEWALK WITH SMOOTH 12" EPOXY COATED #4 BARS AT 24" O.C. 5. SIDEWALK CONTRACTION AND EXPANSION JOINTS SHALL ALIGN WITH SIDEWALK CONTRACTION AND EXPANSION JOINTS SHALL ALIGN WITH WITH NEW CURB JOINTS RESPECTIVELY. 6. ADD 2 POUNDS POLYPROPELENE FIBER REINFORCEMENT PER CUBIC ADD 2 POUNDS POLYPROPELENE FIBER REINFORCEMENT PER CUBIC YARD OF CONCRETE. FIBERS PROVIDED BY W.R. GRACE OR APPROVED EQUAL. 7. SET EXPANSION JOINTS AT ALL PC'S, PT'S, FIVE FEET ON EITHER SIDE SET EXPANSION JOINTS AT ALL PC'S, PT'S, FIVE FEET ON EITHER SIDE OF ANY FRAMES, AND AT 45' MAX. INTERVALS. 8. SAW CUT CONTRACTION JOINTS FULL FACE AND TOP, AT LEAST 2 SAW CUT CONTRACTION JOINTS FULL FACE AND TOP, AT LEAST 2 INCHES IN DEPTH AND AT 15' MAXIMUM INTERVALS WITHIN 24 HOURS OF POURING. 9. TWO COATS CURING COMPOUND REQUIRED.TWO COATS CURING COMPOUND REQUIRED.


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ACTIVE WEDGE BARRIER DETAILS

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JEH

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08-24-20

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TAR

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4710.315

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7

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NOTE: REFER TO PERIMETER SECURITY PARTNERS GUARENTEED RATE FIELD, CHICAGO, IL AVB & PVB INSTALLATION PLANS FOR INSTALLATION LOCATIONS AND DETAILS. GIBRALTAR DETAILS IN THIS PLAN SET SHALL ONLY BE USED FOR REFERENCE TO DRAIN LINE LOCATIONS AND ELEVATIONS. REFER TO UTILITY PLAN ON SHEET 5. ACTIVE WEDGE BARRIER NOT PART OF THIS CONTRACT.

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NOTE: REFER TO PERIMETER SECURITY PARTNERS GUARENTEED RATE FIELD, CHICAGO, IL AVB & PVB INSTALLATION PLANS FOR INSTALLATION LOCATIONS AND DETAILS. GIBRALTAR DETAILS IN THIS PLAN SET SHALL ONLY BE USED FOR REFERENCE TO DRAIN LINE LOCATIONS AND ELEVATIONS. REFER TO UTILITY PLAN ON SHEET 5. ACTIVE WEDGE BARRIER NOT PART OF THIS CONTRACT.

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