2-2930-0126, Glenwood and West Acres Water Main Improvements, Plans.pdf
PDF 13 MB Posted
- Attached to
- Glenwood & West Acres Water Main Improvments
- Solicitation number
- 2930-0126
- Issued by
- Will County, Illinois
About this file
This is a final design plan document prepared by Baxter & Woodman, Inc. for the City of Joliet, Illinois, detailing the Glenwood and West Acres Water Main Improvements project (Contract No. 2930-0126), funded through an IEPA Loan (No. L17-6077). The project encompasses approximately 9.8 miles of water main replacement across multiple streets including Glenwood Avenue, West Acres Road, Oneida Street, Larkin Avenue, Hammes Avenue, and Border Drive. The scope includes installation of 6-inch through 16-inch diameter ductile iron water mains (totaling approximately 9,400 linear feet), replacement of water service connections, abandonment of existing water infrastructure, removal and replacement of sanitary and storm sewers where conflicts exist, and comprehensive pavement restoration. The project involves 118 pay line items with specific quantities, including 25 fire hydrants, 11 butterfly valves, 14 valve vaults, 60 water service connections of varying sizes, and extensive trench backfill and pavement restoration work across residential, commercial, and institutional areas adjacent to Joliet West High School and St. Joseph Medical Center.
The final design document, dated December 12, 2025, establishes construction sequencing across multiple work areas with staged lane closures and traffic control requirements mandating night work for trench crossings at intersections and specific hour restrictions (7 PM to 5 AM). Key construction requirements include coordination with utility companies, maintenance of emergency vehicle access, notification protocols for water main shutdowns (48 hours in advance), and compliance with Illinois EPA standards and AWWA specifications. The contractor bears full responsibility for utility location verification, environmental site assessment if contaminated soil is encountered, tree root pruning and coordination with the city arborist, and COMED right-of-way dewatering per Illinois Urban Manual standards. The project includes specialized construction elements such as horizontal directional drilling for service lines (totaling 6,957 linear feet), jacked casing installations, and meter pit construction. Restoration obligations encompass 3,700 square feet of concrete sidewalk replacement, 9,130 square yards of pavement restoration with varying asphalt depths by street, curb and gutter replacement, and lawn and parkway restoration. The city will perform all taps to existing water mains through scheduled appointments, and all new water mains require testing, disinfection, and flushing to 2.5 feet per second velocity per AWWA Standard C651 before acceptance.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
ONEIDA
AN
N
C T
EM
ER
Y
TERRACE AV
M
AD
IS
O
N
BO
R
D
ER
D R
BE
VA
N D
R E
MAYFIELD AV
GLENWOOD AV
TAYLOR
MAYFIELD AV
WEST ACRES RD
N
LAR
KIN
AV
UNO CIR
N H
AM
M
ES
A
V
PROJECT ENGINEER PROJECT MANAGER VICINITY MAP
PROJECT LOCATION
DATE:PROJECT NO.:
BAXTER & WOODMAN, INC.
STATE OF ILLINOIS - PROFESSIONAL DESIGN FIRM
LICENSE NO. - 184-001121 - EXPIRES 4/30/2027©
EXISTING UTILITIES:
WHERE THE DRAWINGS INCLUDE INFORMATION PERTAINING TO THE LOCATION OF UNDERGROUND
UTILITY FACILITIES, SUCH INFORMATION REPRESENTS ONLY THE OPINION OF THE ENGINEER AS TO THE LOCATION OF SUCH UTILITIES. THE INFORMATION IS INCLUDED ONLY FOR THE CONVENIENCE
OF THE CONTRACTOR. THE UTILITY LOCATIONS WERE DETERMINED FROM THE BEST AVAILABLE
RECORDS. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY WHATEVER WITH RESPECT TO
THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE DRAWINGS REGARDING
THE LOCATION OF UNDERGROUND UTILITY FACILITIES OR THE MANNER IN WHICH THEY ARE TO BE REMOVED OR ADJUSTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
ACTUAL LOCATION OF ALL SUCH FACILITIES. THE CONTRACTOR SHALL OBTAIN FROM THE
RESPECTIVE UTILITY COMPANIES DETAILED INFORMATION REGARDING THE LOCATION OF THE
UTILITY FACILITIES AND THE WORKING SCHEDULES OF THE UTILITY COMPANIES FOR REMOVING OR
ADJUSTING THE FACILITIES.
WATER MAIN REPLACEMENT IEPA LOAN NO. L17-6077
CITY OF JOLIET CONTRACT NO. 2930-0126
GLENWOOD AND WEST ACRES WATER MAIN IMPROVEMENTS
CITY OF JOLIET, ILLINOIS
2401619.01 12/12/2025
FINAL DESIGN
FOR BIDDING
#A250862668
HA
M
M
ES
A
VE
JOLIET WEST HIGH SCHOOL
ST. JOSEPH MEDICAL CENTER
WEST ACRES RD
CAMPBELL ST
PALLADIUM DR WEST
AutoCAD SHX Text 1"
AutoCAD SHX Text .5"
AutoCAD SHX Text
AutoCAD SHX Text 1"
AutoCAD SHX Text 2"
AutoCAD SHX Text 3"
AutoCAD SHX Text P:\JOLTC\2401619-2026 WATER MAIN REPLACEMENT PROGRA\CAD\GLENWOOD - WEST ACRES\01_CIVIL 3D\01_SHTS-PLANS\2401619-GLENWOOD WEST ACRES COVER.DWG COVER COVER COVER Plotted: 12/8/2025 12:44 PM By: JSLAGER12/8/2025 12:44 PM By: JSLAGER By: JSLAGERJSLAGER
AutoCAD SHX Text www.baxterwoodman.com
AutoCAD SHX Text COPYRIGHT © 2025, BY BAXTER & WOODMAN, INC. 2025, BY BAXTER & WOODMAN, INC. 2025, BY BAXTER & WOODMAN, INC. , BY BAXTER & WOODMAN, INC. ALL RIGHTS RESERVED. NO PART OF THESE DRAWINGS MAY BE REPRODUCED, OR OTHERWISE REVISED WITHOUT WRITTEN PERMISSION OF BAXTER & WOODMAN, INC.
AutoCAD SHX Text Sheet List Table
AutoCAD SHX Text Sheet Number
AutoCAD SHX Text Sheet Title
AutoCAD SHX Text G000
AutoCAD SHX Text
COVER
AutoCAD SHX Text G001
AutoCAD SHX Text
SHEET KEY
AutoCAD SHX Text G002
AutoCAD SHX Text
LEGEND BENCHMARKS AND ABBREVIATIONS
AutoCAD SHX Text G003
AutoCAD SHX Text
GENERAL NOTES AND SUMMARY OF QUANTITIES
AutoCAD SHX Text G004
AutoCAD SHX Text
SUGGESTED MAINTENANCE OF TRAFFIC NOTES
AutoCAD SHX Text G005
AutoCAD SHX Text
SUGGESTED MAINTENANCE OF TRAFFIC TYPICAL SECTIONS
AutoCAD SHX Text G006
AutoCAD SHX Text
ONEIDA STREET SUGGESTED MAINTENANCE OF TRAFFIC PLAN
AutoCAD SHX Text G007
AutoCAD SHX Text
ONEIDA STREET SUGGESTED MAINTENANCE OF TRAFFIC PLAN
AutoCAD SHX Text G008
AutoCAD SHX Text
ONEIDA STREET SUGGESTED MAINTENANCE OF TRAFFIC PLAN
AutoCAD SHX Text G009
AutoCAD SHX Text
GLENWOOD AVENUE SUGGESTED MAINTENANCE OF TRAFFIC PLAN
AutoCAD SHX Text G010
AutoCAD SHX Text
GLENWOOD AVENUE SUGGESTED MAINTENANCE OF TRAFFIC PLAN
AutoCAD SHX Text G011
AutoCAD SHX Text
GLENWOOD AVENUE SUGGESTED MAINTENANCE OF TRAFFIC PLAN
AutoCAD SHX Text G012
AutoCAD SHX Text
GLENWOOD AVENUE SUGGESTED MAINTENANCE OF TRAFFIC PLAN
AutoCAD SHX Text G013
AutoCAD SHX Text
GLENWOOD AVENUE SUGGESTED MAINTENANCE OF TRAFFIC PLAN
AutoCAD SHX Text G014
AutoCAD SHX Text
GLENWOOD AVENUE SUGGESTED MAINTENANCE OF TRAFFIC PLAN
AutoCAD SHX Text G015
AutoCAD SHX Text
GLENWOOD AVENUE SUGGESTED MAINTENANCE OF TRAFFIC PLAN
AutoCAD SHX Text G016
AutoCAD SHX Text
GLENWOOD AVENUE SUGGESTED MAINTENANCE OF TRAFFIC PLAN
AutoCAD SHX Text G017
AutoCAD SHX Text
LARKIN AVENUE SUGGESTED MAINTENANCE OF TRAFFIC PLAN
AutoCAD SHX Text C001
AutoCAD SHX Text
GLENWOOD AVE STA 10+00 TO STA 14+50 PLAN AND PROFILE
AutoCAD SHX Text C002
AutoCAD SHX Text
GLENWOOD AVE STA 14+50 TO STA 20+00 PLAN AND PROFILE
AutoCAD SHX Text C003
AutoCAD SHX Text
GLENWOOD AVE STA 20+00 TO STA 25+00 PLAN AND PROFILE
AutoCAD SHX Text C004
AutoCAD SHX Text
GLENWOOD AVE STA 25+00 TO STA 30+00 PLAN AND PROFILE
AutoCAD SHX Text C005
AutoCAD SHX Text
GLENWOOD AVE STA 30+00 TO STA 35+00 PLAN AND PROFILE
AutoCAD SHX Text C006
AutoCAD SHX Text
GLENWOOD AVE STA 35+00 TO STA 40+50 PLAN AND PROFILE
AutoCAD SHX Text C007
AutoCAD SHX Text
JOLIET WEST HS BOUNDARY STA 45+00 TO STA 50+00 PLAN AND PROFILE
AutoCAD SHX Text C008
AutoCAD SHX Text
JOLIET WEST HS BOUNDARY STA 50+00 TO STA 55+00 PLAN AND PROFILE
AutoCAD SHX Text C009
AutoCAD SHX Text
JOLIET WEST HS BOUNDARY STA 55+00 TO STA 60+00 PLAN AND PROFILE
AutoCAD SHX Text C010
AutoCAD SHX Text
JOLIET WEST HS BOUNDARY STA 60+00 TO STA 63+50 PLAN AND PROFILE
AutoCAD SHX Text C011
AutoCAD SHX Text
BORDER DR STA 63+50 TO STA 66+50 PLAN AND PROFILE
AutoCAD SHX Text C012
AutoCAD SHX Text
WEST ACRES ROAD STA 66+50 TO STA 70+00 PLAN AND PROFILE
AutoCAD SHX Text C013
AutoCAD SHX Text
WEST ACRES ROAD STA 70+00 TO STA 75+00 PLAN AND PROFILE
AutoCAD SHX Text C014
AutoCAD SHX Text
WEST ACRES ROAD STA 75+00 TO STA 79+00 PLAN AND PROFILE
AutoCAD SHX Text C015
AutoCAD SHX Text
ONEIDA STREET STA 79+00 TO STA 82+00 PLAN AND PROFILE
AutoCAD SHX Text C016
AutoCAD SHX Text
ONEIDA STREET STA 82+00 TO STA 85+50 PLAN AND PROFILE
AutoCAD SHX Text C017
AutoCAD SHX Text
ONEIDA STREET STA 85+00 TO STA 90+00 PLAN AND PROFILE
AutoCAD SHX Text C018
AutoCAD SHX Text
ONEIDA STREET STA 90+00 TO STA 95+00 PLAN AND PROFILE
AutoCAD SHX Text C019
AutoCAD SHX Text
ONEIDA STREET STA 95+00 TO STA 98+80 PLAN AND PROFILE
AutoCAD SHX Text C020
AutoCAD SHX Text
JOLIET WEST HS STA 100+00 TO STA 105+00 PLAN AND PROFILE
AutoCAD SHX Text C021
AutoCAD SHX Text
JOLIET WEST HS STA 105+00 TO STA 110+00 PLAN AND PROFILE
AutoCAD SHX Text C022
AutoCAD SHX Text
JOLIET WEST HS STA 110+00 TO STA 114+00 PLAN AND PROFILE
AutoCAD SHX Text C023
AutoCAD SHX Text
HAMMES AVE STA 120+00 TO STA 125+00 PLAN AND PROFILE
AutoCAD SHX Text C024
AutoCAD SHX Text
HAMMES AVE STA 125+00 TO STA 130+00 PLAN AND PROFILE
AutoCAD SHX Text C025
AutoCAD SHX Text
HAMMES AVE STA 130+00 TO STA 135+00 PLAN AND PROFILE
AutoCAD SHX Text C026
AutoCAD SHX Text
HAMMES AVE STA 135+00 TO STA 138+00 PLAN AND PROFILE
AutoCAD SHX Text C027
AutoCAD SHX Text
HOSPITAL CONNECTION & PALLADIUM ABANDONMENT
AutoCAD SHX Text C028
AutoCAD SHX Text
GLENWOOD AVENUE RESTORATION PLAN
AutoCAD SHX Text C029
AutoCAD SHX Text
ONEIDA STREET RESTORATION PLAN
AutoCAD SHX Text C030
AutoCAD SHX Text
JOLIET WEST HIGH SCHOOL RESTORATION PLAN
AutoCAD SHX Text C031
AutoCAD SHX Text
METER PIT DETAIL
AutoCAD SHX Text C032
AutoCAD SHX Text
CONSTRUCTION DETAILS
AutoCAD SHX Text C033
AutoCAD SHX Text
CONSTRUCTION DETAILS
AutoCAD SHX Text C034
AutoCAD SHX Text
CONSTRUCTION DETAILS
AutoCAD SHX Text K
AutoCAD SHX Text A
AutoCAD SHX Text Z
AutoCAD SHX Text O
AutoCAD SHX Text K
AutoCAD SHX Text M.
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text 062-71499
AutoCAD SHX Text
"LICENSE EXPIRES 11-30-2027"
AutoCAD SHX Text
LICENSED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
OF
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text
EILEEN M. KENNEDY 062-077633-077633077633
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
"LICENSE EXPIRES 11-30-2027"
ONLY
G00152
SHEET KEY
GLENWOOD AND WEST ACRES WATER MAIN IMPROVEMENTS
CITY OF JOLIET CONTRACT NO. 2930-0126
CITY OF JOLIET, ILLINOIS
FOR BIDDING
FINAL DESIGN
ONEIDA ST.
BM #58
SHT. C001
BM #57
BM #54
BM #55
BM #56
BM #53
BM #59
BM #60
BM #64
BM #63
BM #62
BM #61
SHT. C002 SHT. C003 SHT. C004 SHT. C005 SHT. C006
SHT. C014SHT. C013
SHT. C020 SHT. C021 SHT. C022
SHT. C019
SHT. C017 SHT. C018
SH
T.
C
SH
T.
C
SH
T.
C
SH
T.
C
SHT. C012
GLENWOOD AVE.
SH
T.
C
WEST ACRES RD.
JO
LI
ET
W
ES
T
H
IG
H S
C H
O O
L
BO
U N
D
AR
Y
JOLIET WEST HIGH SCHOOL
GLENWOOD AVE.
SHT. C015 SHT. C016
SH
T.
C
SH
T.
C
SH
T.
C
SH
T.
C
BM #52
SHT. C027
ST JOSEPH
MEDICAL CENTER
H
AM
M
ES
A
VE
C O
M
ED
R O
W C
O M
ED
R
O W
JOLIET WEST
HIGH SCHOOL
SHT. C027
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
MB
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
BB
AutoCAD SHX Text
GW1
AutoCAD SHX Text N
AutoCAD SHX Text
%%UNO SCALE
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text P:\JOLTC\2401619-2026 WATER MAIN REPLACEMENT PROGRA\CAD\GLENWOOD - WEST ACRES\01_CIVIL 3D\01_SHTS-PLANS\2401619-GLENWOOD WEST ACRES SHEET KEY.DWG Sheet Key Sheet Key Sheet Key Plotted: 12/8/2025 12:44 PM By: JSLAGER 12/8/2025 12:44 PM By: JSLAGER By: JSLAGER JSLAGER Copyright © 2025, By Baxter & Woodman, Inc. 2025, By Baxter & Woodman, Inc. 2025, By Baxter & Woodman, Inc. , By Baxter & Woodman, Inc. State of Illinois - Professional Design Firm License No. - 184-001121 - Expires 4-30-27
AutoCAD SHX Text
TOTAL SHEETS
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1"
AutoCAD SHX Text .5"
AutoCAD SHX Text
AutoCAD SHX Text 1"
AutoCAD SHX Text 2"
AutoCAD SHX Text 3"
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 2401619.01
AutoCAD SHX Text 12/12/2025
AutoCAD SHX Text
EMK
PMK
G00252
LEGEND BENCHMARKS AND ABBREVIATIONS
GLENWOOD AND WEST ACRES WATER MAIN IMPROVEMENTS
CITY OF JOLIET CONTRACT NO. 2930-0126
CITY OF JOLIET, ILLINOIS
FOR BIDDING
FINAL DESIGN
ABBREVIATIONS
LEGENDLEGEND
BENCHMARKS (NAVD 88 DATUM)
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text P:\JOLTC\2401619-2026 WATER MAIN REPLACEMENT PROGRA\CAD\GLENWOOD - WEST ACRES\01_CIVIL 3D\01_SHTS-PLANS\2401619-GLENWOOD WEST ACRES COVER.DWG LEGEND BENCHMARKS AND ABBREVIATIONS LEGEND BENCHMARKS AND ABBREVIATIONS LEGEND BENCHMARKS AND ABBREVIATIONS Plotted: 12/8/2025 12:45 PM By: JSLAGER 12/8/2025 12:45 PM By: JSLAGER By: JSLAGER JSLAGER Copyright © 2025, By Baxter & Woodman, Inc. 2025, By Baxter & Woodman, Inc. 2025, By Baxter & Woodman, Inc. , By Baxter & Woodman, Inc. State of Illinois - Professional Design Firm License No. - 184-001121 - Expires 4-30-27
AutoCAD SHX Text
TOTAL SHEETS
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1"
AutoCAD SHX Text .5"
AutoCAD SHX Text
AutoCAD SHX Text 1"
AutoCAD SHX Text 2"
AutoCAD SHX Text 3"
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 2401619.01
AutoCAD SHX Text 12/12/2025
AutoCAD SHX Text
EMK
AutoCAD SHX Text
ABN
AutoCAD SHX Text
PMK
AutoCAD SHX Text CONC PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE CL CENTERLINE CENTERLINE BIT BITUMINOUS PAVEMENT BITUMINOUS PAVEMENT GR GRAVEL GRAVEL CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE FH FIRE HYDRANT FIRE HYDRANT CI CAST IRON CAST IRON DI DUCTILE IRON DUCTILE IRON F-F FACE-TO-FACE FACE-TO-FACE E-E EDGE-TO-EDGE EDGE-TO-EDGE B-B BACK-TO-BACK BACK-TO-BACK BM BENCH MARK BENCH MARK INV EL INVERT ELEVATION INVERT ELEVATION CL EL CENTERLINE ELEVATION CENTERLINE ELEVATION P POINT POINT G GUTTER GUTTER C CURB CURB C&G CURB AND GUTTER CURB AND GUTTER BC BACK OF CURB BACK OF CURB EOP EDGE OF PAVEMENT EDGE OF PAVEMENT PL PROPERTY LINE PROPERTY LINE ROW RIGHT OF WAY RIGHT OF WAY FL FLOW LINE FLOW LINE TF TOP OF FRAME TOP OF FRAME TC TOP OF CURB OR CONCRETE TOP OF CURB OR CONCRETE R STRUCTURE TO BE RECONSTRUCTED STRUCTURE TO BE RECONSTRUCTED A STRUCTURE TO BE ADJUSTED STRUCTURE TO BE ADJUSTED CENTRAL ANGLE D= DEGREE OF CURVE DEGREE OF CURVE T= TANGENT LENGTH TANGENT LENGTH L= CURVE LENGTH CURVE LENGTH R= RADIUS OF CURVE RADIUS OF CURVE E= EXTERNAL DISTANCE EXTERNAL DISTANCE SE= SUPERELEVATION (FT. PER FT. OF WIDTH) SUPERELEVATION (FT. PER FT. OF WIDTH) X= EXTERNAL DISTANCE OF VERTICAL CURVE EXTERNAL DISTANCE OF VERTICAL CURVE PC POINT OF CURVATURE POINT OF CURVATURE PI POINT OF INTERSECTION POINT OF INTERSECTION PT POINT OF TANGENCY POINT OF TANGENCY POT POINT ON TANGENT POINT ON TANGENT PCC POINT OF COMPOUND CURVATURE POINT OF COMPOUND CURVATURE PRC POINT OF REVERSE CURVE POINT OF REVERSE CURVE VC VERTICAL CURVE VERTICAL CURVE N&W NAIL AND WASHER NAIL AND WASHER TCE TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT SS STORM SEWER STORM SEWER SAN SEW SANITARY SEWER SANITARY SEWER PROP PROPOSED PROPOSED STN STL STAINLESS STEEL STAINLESS STEEL RJT RESTRAINED JOINT RESTRAINED JOINT HDD HORIZONTAL DIRECTIONALLY DRILLED HORIZONTAL DIRECTIONALLY DRILLED LF LINEAR FEET LINEAR FEET
AutoCAD SHX Text 625.35
AutoCAD SHX Text 625.9
AutoCAD SHX Text
EXIST. R.O.W.
AutoCAD SHX Text P.L.
AutoCAD SHX Text +25
AutoCAD SHX Text
AutoCAD SHX Text
ELECTRIC METER
AutoCAD SHX Text
PAD MOUNTED TRANSFORMER
AutoCAD SHX Text
ELECTRIC VAULT
AutoCAD SHX Text
JUNCTION BOX
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text UTILITY POLE w/ GUY ANCHOR
AutoCAD SHX Text UTILITY POLE w/ LIGHT
AutoCAD SHX Text
LIGHT STANDARD
AutoCAD SHX Text
MAIL BOX
AutoCAD SHX Text
STREET SIGN
AutoCAD SHX Text
RAILROAD SIGNAL
AutoCAD SHX Text
TRAFFIC SIGNAL CONTROLLER
AutoCAD SHX Text
TRAFFIC SIGNAL POST W/ SIGNAL HEAD
AutoCAD SHX Text
HANDHOLE
AutoCAD SHX Text
DECIDUOUS TREE (W/ TRUNK INCH DIA.)
AutoCAD SHX Text
CONIFEROUS TREE (W/ HEIGHT)
AutoCAD SHX Text
DECIDUOUS BUSH
AutoCAD SHX Text
CONIFEROUS BUSH
AutoCAD SHX Text
DEFINING EDGE OF BRUSH OR FORESTED AREA
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
GUARD RAIL
AutoCAD SHX Text
CULVERT (CMP UNLESS NOTED)
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
RIGHT OF WAY (ROW)
AutoCAD SHX Text
RIGHT OF WAY MONUMENT
AutoCAD SHX Text
UNFENCED PROPERTY LINE
AutoCAD SHX Text
IRON PIPE (PROPERTY CORNER)
AutoCAD SHX Text
CENTER LINE
AutoCAD SHX Text PROPOSED EL./EXISTING EL. and STATION
AutoCAD SHX Text
SOIL BORING AND NUMBER
AutoCAD SHX Text
BENCH MARK
AutoCAD SHX Text
SURVEY CONTROL POINT
AutoCAD SHX Text
OVERHEAD ELECTRICAL
AutoCAD SHX Text
SUMMIT
AutoCAD SHX Text
RIPRAP
AutoCAD SHX Text
ROADWAY DITCH FLOW
AutoCAD SHX Text
SWALE
AutoCAD SHX Text
EM
AutoCAD SHX Text
ET
AutoCAD SHX Text
EV
AutoCAD SHX Text
JB
AutoCAD SHX Text
MB
AutoCAD SHX Text 12"
AutoCAD SHX Text 16'
AutoCAD SHX Text
ROW
AutoCAD SHX Text
IP
AutoCAD SHX Text B.M.
AutoCAD SHX Text
CP
AutoCAD SHX Text
(HATCHED SHALL BE REMOVED)
AutoCAD SHX Text
(HATCHED SHALL BE REMOVED)
AutoCAD SHX Text 12"
AutoCAD SHX Text 16'
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
PROPOSED
AutoCAD SHX Text
GAS
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
PROPOSED
AutoCAD SHX Text
CTV
AutoCAD SHX Text
GR
AutoCAD SHX Text
SANITARY SEWER OR SERVICE
AutoCAD SHX Text
STORM SEWER OR SERVICE
AutoCAD SHX Text
WATER MAIN OR SERVICE
AutoCAD SHX Text
FORCE MAIN
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
INLET
AutoCAD SHX Text
DRYWELL
AutoCAD SHX Text
CULVERT END SECTION
AutoCAD SHX Text
FIRE HYDRANT W/ AUX. VALVE, VALVE BOX, AND COVER
AutoCAD SHX Text
WATER VALVE W/ BOX AND COVER
AutoCAD SHX Text
WATER VALVE VAULT
AutoCAD SHX Text
WATER SERVICE BOX OR CURB STOP
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
CLEAN OUT
AutoCAD SHX Text
SEPTIC VENT
AutoCAD SHX Text
TO BE ABANDONED AND/OR REMOVED
AutoCAD SHX Text
STRUCTURE TO BE ABANDONED
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text
GAS VALVE W/ BOX AND COVER
AutoCAD SHX Text
GAS VALVE VAULT
AutoCAD SHX Text
GAS METER
AutoCAD SHX Text
GAS RISER
AutoCAD SHX Text
GAS SERVICE VALVE
AutoCAD SHX Text
TELEPHONE CABLE
AutoCAD SHX Text
TELEPHONE DUCT
AutoCAD SHX Text
TELEPHONE VAULT
AutoCAD SHX Text
TELEPHONE RISER
AutoCAD SHX Text
CABLE TELEVISION (BURIED)
AutoCAD SHX Text
CABLE T.V. RISER
AutoCAD SHX Text
CABLE T.V. VAULT
AutoCAD SHX Text
UNDERGROUND ELECTRICAL
AutoCAD SHX Text
WV
AutoCAD SHX Text
BB
AutoCAD SHX Text
WM
AutoCAD SHX Text
CO
AutoCAD SHX Text
SEP
AutoCAD SHX Text
GV
AutoCAD SHX Text
GVV
AutoCAD SHX Text
GM
AutoCAD SHX Text
TEL
AutoCAD SHX Text
TR
AutoCAD SHX Text
CTV
AutoCAD SHX Text
BB
AutoCAD SHX Text
WATER TEE FITTING
AutoCAD SHX Text
WATER SLEEVE FITTING
AutoCAD SHX Text
WATER 90%%D FITTING
AutoCAD SHX Text
WATER 45%%D FITTING
AutoCAD SHX Text
WATER REDUCER FITTING
AutoCAD SHX Text
WATER CROSS FITTING
AutoCAD SHX Text
CAP FITTING
AutoCAD SHX Text B.M. # 52
AutoCAD SHX Text B.M. # 53
AutoCAD SHX Text
NORTHEAST ARROW BOLT SET IN EAST FIRE HYDRANT LOCATED ON
AutoCAD SHX Text
NORTHEAST CORNER OF LARKIN AVENUE AND WEST ACRES ROAD
AutoCAD SHX Text
ELEV. = 655.264
AutoCAD SHX Text
CUT SQUARE SET IN WEST LIGHT SIGNAL LOCATED ON THE SOUTHWEST
AutoCAD SHX Text
CORNER OF THE SECOND SCHOOL ENTRANCE WEST OF LARKIN AVENUE
AutoCAD SHX Text
ELEV. = 650.27
AutoCAD SHX Text B.M. # 54
AutoCAD SHX Text
MINI RAILROAD SPIKE SET IN SOUTHEAST POWER POLE LOCATED
AutoCAD SHX Text
ON NORTHWEST CORNER OF GLENWOOD AVENUE AND BORDER DRIVE
AutoCAD SHX Text
ELEV. = 648.768
AutoCAD SHX Text B.M. # 55
AutoCAD SHX Text
MINI RAILROAD SPIKE SET IN EAST FACE OF POWER POLE LOCATED
AutoCAD SHX Text
AT NORTHWEST CORNER OF WEST ACRES ROAD AND BORDER DRIVE
AutoCAD SHX Text
ELEV. = 649.473
AutoCAD SHX Text B.M. # 56
AutoCAD SHX Text
MINI RAILROAD SPIKE SET IN NORTH FACE OF POWER POLE W\ LIGHT
AutoCAD SHX Text
LOCATED AT ADDRESS OF 1808 WEST ACRES AVENUE
AutoCAD SHX Text
ELEV. = 657.661
AutoCAD SHX Text B.M. # 57
AutoCAD SHX Text
MINI RAILROAD SPIKE SET IN NORTHWEST FACE OF POWER POLE
AutoCAD SHX Text
W\ LIGHT LOCATED ON SOUTHEAST CORNER OF
AutoCAD SHX Text
HAMMES AVENUE AND GLENWOOD AVENUE
AutoCAD SHX Text B.M. # 58
AutoCAD SHX Text
NORTHWEST ARROW BOLT SET IN FIRE HYDRANT LOCATED AT
AutoCAD SHX Text
NORTHWEST CORNER OF GLENWOOD AVENUE AND MADISON STREET
AutoCAD SHX Text
ELEV. = 641.335
AutoCAD SHX Text B.M. # 59
AutoCAD SHX Text
MINI RAILROAD SPIKE SET IN WEST FACE OF POWER POLE W\ LIGHT
AutoCAD SHX Text
LOCATED AT NORTHWEST CORNER OF FOOTBALL FIELD
AutoCAD SHX Text
ELEV. = 654.64
AutoCAD SHX Text B.M. # 60
AutoCAD SHX Text
NAIL SET IN SOUTHEAST FACE OF THIRD POWER POLE LOCATED
AutoCAD SHX Text
NORTH OF ONEIDA STREET AT THE GATE TO HIGH SCHOOL PARKING
AutoCAD SHX Text
ELEV. = 646.66
AutoCAD SHX Text B.M. # 61
AutoCAD SHX Text
MINI RAILROAD SPIKE SET IN SOUTHEAST FACE OF POWER POLE
AutoCAD SHX Text
W\ LIGHT LOCATED AT NORTHEAST CORNER OF
AutoCAD SHX Text
ELEV. = 644.029
AutoCAD SHX Text B.M. # 62
AutoCAD SHX Text
MINI RAILROAD SPIKE SET IN SOUTH FACE OF THIRD POWER POLE
AutoCAD SHX Text
LOCATED ON NORTH SIDE OF ONEIDA STREET WEST OF LARKIN AVENUE
AutoCAD SHX Text
ELEV. = 645.889
AutoCAD SHX Text B.M. # 63
AutoCAD SHX Text
CUT SQUARE SET IN THE NORTHEAST CORNER CABINET BASE LOCATED
AutoCAD SHX Text
AT THE SOUTHEAST CORNER LARKIN AVENUE AND ONEIDA AVENUE
AutoCAD SHX Text
ELEV. = 642.487
AutoCAD SHX Text B.M. # 64
AutoCAD SHX Text
CUT SQUARE SET IN NORTHWEST CORNER OF LIGHT POLE LOCATED
AutoCAD SHX Text
ON SOUTHEAST CORNER OF LARKIN AVENUE AND CAMPBELL STREET
AutoCAD SHX Text
ELEV. = 643.637
AutoCAD SHX Text
ELEV. = 644.067
AutoCAD SHX Text
NEAR THE POWER TOWER
SCHOOL PARKING ON ONEIDA STREET
G00352
GENERAL NOTES AND SUMMARY OF QUANTITIES
GLENWOOD AND WEST ACRES WATER MAIN IMPROVEMENTS
CITY OF JOLIET CONTRACT NO. 2930-0126
CITY OF JOLIET, ILLINOIS
FOR BIDDING
FINAL DESIGN
CITY OF JOLIET WATER SYSTEM GENERAL NOTES
SUMMARY OF QUANTITIES
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text P:\JOLTC\2401619-2026 WATER MAIN REPLACEMENT PROGRA\CAD\GLENWOOD - WEST ACRES\01_CIVIL 3D\01_SHTS-PLANS\2401619-GLENWOOD WEST ACRES COVER.DWG GEN NOTES GEN NOTES GEN NOTES Plotted: 12/8/2025 12:45 PM By: JSLAGER 12/8/2025 12:45 PM By: JSLAGER By: JSLAGER JSLAGER Copyright © 2025, By Baxter & Woodman, Inc. 2025, By Baxter & Woodman, Inc. 2025, By Baxter & Woodman, Inc. , By Baxter & Woodman, Inc. State of Illinois - Professional Design Firm License No. - 184-001121 - Expires 4-30-27
AutoCAD SHX Text
TOTAL SHEETS
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1"
AutoCAD SHX Text .5"
AutoCAD SHX Text
AutoCAD SHX Text 1"
AutoCAD SHX Text 2"
AutoCAD SHX Text 3"
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 2401619.01
AutoCAD SHX Text 12/12/2025
AutoCAD SHX Text
EMK
AutoCAD SHX Text
PMK
AutoCAD SHX Text
1. VERIFY LOCATION, SIZE, AND DEPTH OF ALL EXISTING VERIFY LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION OF THE WATER MAIN. THE LOCATIONS OF EXISTING UTILITIES AS SHOWN ON THE DRAWINGS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES AND LOCATE UTILITIES PRIOR TO ANY WORK. 2. WHENEVER IT BECOMES NECESSARY TO RELOCATE WHENEVER IT BECOMES NECESSARY TO RELOCATE UNDERGROUND GAS MAINS, TELEPHONE CONDUIT, OR ELECTRICAL LINES OR SUPPORT OR RELOCATE UTILITY POLES, THE UTILITY COMPANY INVOLVED WILL MAKE SUCH RELOCATION OR PROVIDE POLE SUPPORT. NOTIFY THE UTILITY COMPANY PROMPTLY. THIS WORK WILL BE INCIDENTAL TO THE CONTRACT 3. WHEREVER OBSTRUCTIONS NOT SHOWN ON THE DRAWINGS WHEREVER OBSTRUCTIONS NOT SHOWN ON THE DRAWINGS ARE ENCOUNTERED DURING THE PROGRESS OF THE WORK AND INTERFERE TO SUCH AN EXTENT `THAT ALTERATIONS TO THE DRAWINGS ARE REQUIRED, THE ENGINEER SHALL BE NOTIFIED PRIOR TO ANY CHANGES. 4. HORIZONTAL AND VERTICAL SEPARATION OF WATER MAINS HORIZONTAL AND VERTICAL SEPARATION OF WATER MAINS AND SEWER LINES SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE “STANDARD SPECIFICATION STANDARD SPECIFICATION FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS”. . 5. PROVIDE 48 HOURS ADVANCE NOTICE TO THE CITY WHEN PROVIDE 48 HOURS ADVANCE NOTICE TO THE CITY WHEN CONNECTION TO AN EXISTING WATER MAIN WILL BE MADE. COORDINATE SHUTDOWN OF EXISTING WATER MAINS WHEN REQUIRED WITH THE CITY. SCHEDULE THE WORK TO MINIMIZE THE NUMBER AND LENGTH OF SHUTDOWNS. PROVIDE WRITTEN NOTIFICATION OF SHUTDOWNS TO WATER USERS AFFECTED 24 HOURS IN ADVANCE. 6. NOTIFY THE CITY'S PUBLIC UTILITIES DEPARTMENT NOTIFY THE CITY'S PUBLIC UTILITIES DEPARTMENT IMMEDIATELY IF EXISTING LEAD WATER SERVICES ARE DISCOVERED. 7. PROVIDE PROPERTY OWNERS ADVANCE NOTICE OF PROVIDE PROPERTY OWNERS ADVANCE NOTICE OF CONSTRUCTION ACTIVITIES THAT WILL RESTRICT THE USE OF THEIR DRIVEWAYS. 8. DO NOT STORE BEDDING AND BACKFILL MATERIALS, PIPES, DO NOT STORE BEDDING AND BACKFILL MATERIALS, PIPES, FITTINGS, VAULTS, OR OTHER MATERIALS IN AREAS THAT WILL OBSTRUCT SIGHT LINES FOR STREETS AND DRIVEWAYS. 9. ALL PROPOSED WATER MAIN AND SERVICES UNDER AND ALL PROPOSED WATER MAIN AND SERVICES UNDER AND WITHIN 2' OF PAVEMENT OR SIDEWALK SHALL BE BACKFILLED WITH TRENCH BACKFILL WHICH SHALL BE CRUSHED STONE, GRADATION CA 6 OR CA 7. 10. INSTALL NEW WATER MAIN WITH A MINIMUM OF 5' COVER INSTALL NEW WATER MAIN WITH A MINIMUM OF 5' COVER BELOW EXISTING OR PROPOSED GROUND SURFACE UNLESS GREATER DEPTH IS REQUIRED TO AVOID EXISTING UTILITIES OR WHERE INDICATED ON THE DRAWINGS. 11. PROVIDE COMPRESSION TYPE FIRE HYDRANTS WITH A PROVIDE COMPRESSION TYPE FIRE HYDRANTS WITH A 5¼-INCH MINIMUM SIZE MAIN VALVE ASSEMBLY, O-RING SEALS, TWO 2½-INCH HOSE NOZZLES, AND A 4½-INCH PUMPER NOZZLE WITH NATIONAL STANDARD THREADS, A NATIONAL STANDARD OPERATING NUT, AND AN ABOVE GROUND BREAK FLANGE. COLOR FOR HYDRANTS ON POTABLE DISTRIBUTION MAINS SHALL BE RED, HYDRANTS ON RAW WATER MAINS SHALL BE GREEN. COLOR FOR PRIVATE SYSTEM HYDRANTS SHALL BE YELLOW. ACCEPTABLE MANUFACTURERS ARE CLOW MEDALLION, EJ 5BR250, OR MUELLER CENTURION A423. 12. PROVIDE A TEMPORARY COVERING OVER ALL NEW FIRE PROVIDE A TEMPORARY COVERING OVER ALL NEW FIRE HYDRANTS UNTIL ALL NEW WATER MAINS ARE PUT INTO SERVICE AND NEW FIRE HYDRANTS ARE OPERABLE. 13. GATE VALVES SHALL BE IN ACCORDANCE WITH AWWA C515 GATE VALVES SHALL BE IN ACCORDANCE WITH AWWA C515 (DUCTILE IRON BODY), BRONZE FITTED, RESILIENT WEDGE AND SEAT TYPE WITH NON-RISING STEM AND O-RING PACKING. ALL INTERNAL AND EXTERNAL SURFACES SHALL HAVE A FUSION BONDED EPOXY COATING. ACCEPTABLE VALVE MANUFACTURERS ARE AMERICAN FLOW CONTROL, CLOW, AND EJ. 14. BUTTERFLY VALVES SHALL BE IN ACCORDANCE WITH AWWA BUTTERFLY VALVES SHALL BE IN ACCORDANCE WITH AWWA C504 FOR PRESSURE CLASS 150B, CAST IRON BODY, RUBBER-SEATED, TIGHT CLOSING TYPE SUITABLE FOR BURIED SERVICE. ACCEPTABLE VALVE MANUFACTURERS ARE AMERICAN FLOW CONTROL, CLOW, AND EJ. 15. LOCATE PRESSURE CONNECTIONS, IF INDICATED ON THE LOCATE PRESSURE CONNECTIONS, IF INDICATED ON THE DRAWINGS OR WHEN DIRECTED BY THE ENGINEER, A MINIMUM OF 2' FROM ANY EXISTING REPAIR SLEEVES OR PIPE JOINTS. 16. THE CITY OF JOLIET WATER DEPARTMENT SHALL BE THE CITY OF JOLIET WATER DEPARTMENT SHALL BE RESPONSIBLE FOR COMPLETING ALL TAPS TO EXISTING WATER MAINS. CONTRACTOR WILL BE RESPONSIBLE FOR CALLING 815-724-4230 TO SCHEDULE AN APPOINTMENT WITH THE CITY WATER DEPARTMENT. APPOINTMENTS ARE AVAILABLE ON TUESDAYS AND THURSDAYS. 17. SUCCESSFULLY TEST, DISINFECT, AND FLUSH WATER MAIN, SUCCESSFULLY TEST, DISINFECT, AND FLUSH WATER MAIN, AND OBTAIN ACCEPTANCE OF THE WATER MAIN BY THE CITY OF JOLIET, PRIOR TO MAKING WATER SERVICE CONNECTIONS. FLUSH PIPELINES TO OBTAIN A VELOCITY OF 2.5 FT/S PER AWWA STANDARD C651. 18. CITY OF JOLIET WILL ALLOW TESTING NEW WATER MAIN CITY OF JOLIET WILL ALLOW TESTING NEW WATER MAIN AGAINST EXISTING VALVES OR AGAINST A CAP WHERE A NEW VALVE IS NOT PRESENT. 19. USE MECHANICAL JOINT FITTINGS TO PLUG/CAP EXISTING USE MECHANICAL JOINT FITTINGS TO PLUG/CAP EXISTING WATER MAINS TO REMAIN IN SERVICE AND FOR EXISTING WATER MAINS TO BE ABANDONED. PLUGS/CAPS ON WATER MAIN TO REMAIN IN SERVICE SHALL INCLUDE AN ADEQUATELY SIZED CAST-IN-PLACE CONCRETE THRUST BLOCK. 20. AS-BUILT DRAWINGS SHALL BE PREPARED BY THE AS-BUILT DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER AS SOON AS THE PROJECT IS COMPLETED. ANY CHANGE IN THE LENGTH, LOCATION, OR ALIGNMENT SHALL BE SHOWN IN RED. 21. EROSION CONTROL WILL BE CONSTRUCTED IN EROSION CONTROL WILL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL AS CONTAINED IN IEPA/WPC/87-012 OR CURRENT EDITION. 22. REPLACE ALL CONCRETE SIDEWALKS DISTURBED BY REPLACE ALL CONCRETE SIDEWALKS DISTURBED BY CONSTRUCTION TO THE NEAREST CONSTRUCTION JOINT. A MAXIMUM LENGTH OF TEN LINEAL FEET PER CROSSING WILL BE UTILIZED FOR PAY QUANTITY CALCULATIONS. 23. PAVEMENT RESTORATION WILL BE MEASURED IN PLACE PAVEMENT RESTORATION WILL BE MEASURED IN PLACE AND THE AREA COMPUTED IN SQUARE YARDS. ALL AREAS DISTURBED WILL BE REPLACED, BUT THE MAXIMUM ALLOWABLE WIDTHS USED FOR PAY QUANTITY CALCULATIONS WILL BE 6 FEET CENTERED ON THE PIPE. IF THE CONTRACTOR RELOCATES THE TRENCH AWAY FROM THE CURB AND GUTTER, THE PAVEMENT PATCH WILL EXTEND FROM THE SAWCUT IN THE EXISTING PAVEMENT TO THE FACE OF THE GUTTER AND THE MAXIMUM ALLOWABLE WIDTH OF 6 FEET WILL BE USED FOR PAY QUANTITY CALCULATIONS. 23. IT SHALL BE THE CONTRACTOR'S DUTY AND IT SHALL BE THE CONTRACTOR'S DUTY AND RESPONSIBILITY TO ASCERTAIN AND EXECUTE THE MEANS, METHODS, AND SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, AND OTHER CONTRACT DOCUMENTS. THIS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, THE EXCLUSIVE DUTY AND RESPONSIBILITY TO PROVIDE FOR WORKPLACE SAFETY AND WORKER SUPERVISION. IT SHALL EXCLUSIVELY BE THE CONTRACTOR'S DUTY AND RESPONSIBILITY TO INVESTIGATE AND ASCERTAIN THE CURRENT PHYSICAL STATE AND OPERATIONAL STATUS OF THE CITY'S WATER SUPPLY SYSTEM AND THE CITY'S SANITARY SEWER SYSTEM, INCLUDING WHETHER A WATER MAIN OR OTHER VESSEL IS OPERATIONAL, CONTAINS WATER, IS PRESSURIZED, OR IS OTHERWISE SAFE TO ALTER. ANY INFORMATION PROVIDED BY THE CITY, OR ITS EMPLOYEES AND CONSULTANTS, REGARDING THE STATE OF ITS WATER SUPPLY AND SANITARY SEWER SYSTEMS IS PROVIDED AS A COURTESY TO THE CONTRACTOR BUT IS NOT WARRANTED TO BE TRUE AND MAY NOT BE RELIED ON BY THE CONTRACTOR IN SATISFACTION OF, OR TO DIMINISH, ITS EXCLUSIVE DUTY TO ASCERTAIN AND EXECUTE THE MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, AND OTHER CONTRACT DOCUMENTS AND ITS EXCLUSIVE RESPONSIBILITY TO PROVIDE FOR WORKPLACE SAFETY AND WORKER SUPERVISION. 24. CONTRACTOR TO COMPLY WITH PROJECT MILESTONES AND CONTRACTOR TO COMPLY WITH PROJECT MILESTONES AND REQUIREMENTS SPECIFIED IN SUPPLEMENTARY CONDITIONS AND SECTION 01 31 13.16 25. CONTRACTOR TO DISTRIBUTE DOOR HANGERS AT VARIOUS CONTRACTOR TO DISTRIBUTE DOOR HANGERS AT VARIOUS MILESTONES DURING THE PROJECT. DOOR HANGERS WILL BE PROVIDED BY THE OWNER. DOOR HANGERS MUST BE DISTRIBUTED AT THE FOLLOWING MILESTONES: ONE WEEK PRIOR TO THE START OF CONSTRUCTION. 48 HOURS IN ADVANCE OF WATER MAIN SHUTDOWNS TO ALL AFFECTED STRUCTURES (THE SAME STRUCTURE MAY RECEIVE MORE THAN ONE DOOR HANGER). 48 HOURS IN ADVANCE OF WATER SERVICE LINE REPLACEMENTS. ONE WEEK PRIOR TO RESTORATION ACTIVITIES ON ANY STREET. 26. CONTRACTOR SHALL COORDINATE WITH CITY ARBORIST IN CONTRACTOR SHALL COORDINATE WITH CITY ARBORIST IN AREAS WHERE THE WATER MAIN IS TO BE INSTALLED WITH TREE TUNNELING OR WHERE TREE REMOVAL IS NECESSARY FOR THE INSTALLATION OF THE WATER MAIN. 27. CONTRACTOR SHALL DEWATER ALL EXCAVATIONS WITHIN CONTRACTOR SHALL DEWATER ALL EXCAVATIONS WITHIN COMED RIGHT-OF-WAY IN ACCORDANCE WITH THE PRACTICE STANDARDS OF THE ILLINOIS URBAN MANUAL (IUM). CONTRACTOR SHALL PROVIDE PROPOSED DEWATERING LOCATIONS TO COMED PRIOR TO ANY EXCAVATION TAKING PLACE ON COMED RIGHT-OF-WAY. 28. REMOVAL OF SOIL OR WASTE FROM COMED REMOVAL OF SOIL OR WASTE FROM COMED RIGHT-OF-WAY MUST BE COMPLETED BY A COMED ENVIRONMENTAL CONTRACTOR OF CHOICE (ECOC) AND TAKEN TO A COMED-APPROVED LANDFILL. IT IS PROHIBITED TO DISPOSE OF ANY LIKE MATERIAL AT A CLEAN CONSTRUCTION AND DEMOLITION DEBRIS (CCDD) LANDFILL.
AutoCAD SHX Text No.
AutoCAD SHX Text
PAY ITEM
AutoCAD SHX Text
UNIT
AutoCAD SHX Text
QUANTITY
AutoCAD SHX Text
AutoCAD SHX Text TRAFFIC CONTROL AND PROTECTION, SPECIAL (LIMITED TO 5% OF SUM OF ALL OTHER PAY ITEMS)
AutoCAD SHX Text
LSUM
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRANULAR TRENCH BACKFILL
AutoCAD SHX Text
CUYD
AutoCAD SHX Text 6,000
AutoCAD SHX Text
AutoCAD SHX Text
TRENCH BACKFILL (SPECIAL)
AutoCAD SHX Text
CUYD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER MAIN (OPEN CUT), 6-INCH, DI
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER MAIN (OPEN CUT), 8-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text 1,538
AutoCAD SHX Text
AutoCAD SHX Text
WATER MAIN (OPEN CUT), 8-INCH, DI
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER MAIN (OPEN CUT), 10-INCH, DI
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER MAIN (OPEN CUT), 12-INCH, DI
AutoCAD SHX Text
FOOT
AutoCAD SHX Text 1,613
AutoCAD SHX Text
AutoCAD SHX Text
WATER MAIN (OPEN CUT), 14-INCH, DI
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER MAIN (OPEN CUT), 16-INCH, DI
AutoCAD SHX Text
FOOT
AutoCAD SHX Text 5,150
AutoCAD SHX Text
AutoCAD SHX Text
WATER MAIN IN 36-INCH JACKED CASING, 12-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER MAIN IN 36-INCH JACKED CASING, 16-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CASING PIPE (OPEN CUT), 24-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CASING PIPE (TUNNELING UNDER SEWER), 16-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CASING PIPE (TUNNELING UNDER SEWER), 24-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CASING PIPE (TUNNELING UNDER UTILITY), 24-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MISCELLANEOUS FITTINGS
AutoCAD SHX Text
POUND
AutoCAD SHX Text 12,000
AutoCAD SHX Text
AutoCAD SHX Text
CONNECT TO WATER MAIN (NON-PRESSURE), 6-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONNECT TO WATER MAIN (NON-PRESSURE), 8-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONNECT TO WATER MAIN (NON-PRESSURE), 10-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONNECT TO WATER MAIN (NON-PRESSURE), 12-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONNECT TO WATER MAIN (NON-PRESSURE), 16-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONNECT TO WATER MAIN (PRESSURE), 14-INCH X 14-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GATE VALVE, 6-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GATE VALVE, 8-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GATE VALVE, 12-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BUTTERFLY VALVE, 16-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VALVE BOX
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VALVE VAULT, 4-FOOT DIAMETER
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VALVE VAULT, 5-FOOT DIAMETER
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VALVE VAULT (ADDITIONAL DEPTH), 4-FOOT DIAMETER
AutoCAD SHX Text
VFT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VALVE VAULT (ADDITIONAL DEPTH), 5-FOOT DIAMETER
AutoCAD SHX Text
VFT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FIRE HYDRANT BARREL EXTENSION
AutoCAD SHX Text
VFT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LINE STOP, 6-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LINE STOP, 8-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LINE STOP, 10-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LINE STOP, 16-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SANITARY SEWER REMOVAL AND REPLACEMENT, 8-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
STORM SEWER REMOVAL AND REPLACEMENT, 10-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
STORM SEWER REMOVAL AND REPLACEMENT, 18-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FILLING OF EXISTING PIPE FOR ABANDONMENT
AutoCAD SHX Text
CUYD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER MAIN REMOVAL, 8-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER MAIN REMOVAL, 16-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ABANDONMENT OF EXISTING WATER MAINS AND APPURTENANCES
AutoCAD SHX Text
LSUM
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER METER VAULT
AutoCAD SHX Text
LSUM
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE CONNECTION TO WATER MAIN AND CURB STOP, 1-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE CONNECTION TO WATER MAIN AND CURB STOP, 1.5-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE CONNECTION TO WATER MAIN AND CURB STOP, 2-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE CONNECTION TO WATER MAIN AND CURB STOP, 3-INCH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE LINE TYPE K - OPEN CUT, 1-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE LINE TYPE K - OPEN CUT, 1.5-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE LINE TYPE K - OPEN CUT, 2-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE LINE TYPE K - OPEN CUT, 3-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE LINE TYPE K - DIRECTIONAL DRILLING, 1-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text 6,642
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE LINE TYPE K - DIRECTIONAL DRILLING, 1.5-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE LINE TYPE K - DIRECTIONAL DRILLING, 2-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE LINE TYPE K - DIRECTIONAL DRILLING, 3-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE LINE TYPE L, 3/4-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE LINE TYPE L , 1-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE LINE TYPE L , 1.5-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE CASING PIPE
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROJECT MANAGEMENT - PRIVATE PROPERTY
AutoCAD SHX Text
HOUR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
UTILITY LOCATION - PRIVATE PROPERTY
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHRUB AND BRUSH DISPOSAL
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FENCE TO BE REMOVED AND RE-ERECTED
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CRIMP WATER SERVICE
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE CONNECTION ON PRIVATE PROPERTY - BASEMENT OR CRAWL SPACE
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER SERVICE CONNECTION ON PRIVATE PROPERTY - SLAB
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER METER RELOCATION
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER METER REPLACEMENT
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE AND REPLACE DRAIN TILES, 6-INCH THROUGH 12-INCH
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ADJUSTING SANITARY SEWER SERVICE LINE
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXPLORATORY EXCAVATION
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INLET PROTECTION FILTER
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RESTORATION OF LAWNS AND PARKWAYS
AutoCAD SHX Text
SQYD
AutoCAD SHX Text 1,500
AutoCAD SHX Text
AutoCAD SHX Text
TEMPORARY HOT-MIX ASPHALT PAVEMENT
AutoCAD SHX Text
SQYD
AutoCAD SHX Text 1,050
AutoCAD SHX Text
AutoCAD SHX Text
CLASS C PATCH SPECIAL, 10-INCH PCC BASE 2-INCH HMA SURFACE
AutoCAD SHX Text
SQYD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HOT-MIX ASPHALT REMOVAL AND REPLACEMENT, 10-INCH BINDER 2-INCH SURFACE
AutoCAD SHX Text
SQYD
AutoCAD SHX Text 4,400
AutoCAD SHX Text
AutoCAD SHX Text
HOT-MIX ASPHALT REMOVAL AND REPLACEMENT, 4-INCH BINDER 2-INCH SURFACE
AutoCAD SHX Text
SQYD
AutoCAD SHX Text 3,030
AutoCAD SHX Text
AutoCAD SHX Text
HOT-MIX ASPHALT REMOVAL AND REPLACEMENT, 2.5-INCH BINDER 1.5-INCH SURFACE
AutoCAD SHX Text
SQYD
AutoCAD SHX Text 1,500
AutoCAD SHX Text
AutoCAD SHX Text
HOT-MIX ASPHALT SURFACE MILL AND OVERLAY OVER PATCHES, 2-INCH
AutoCAD SHX Text
SQYD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HOT-MIX ASPHALT DRIVEWAY REMOVAL AND REPLACEMENT, 3-INCH
AutoCAD SHX Text
SQYD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PCC DRIVEWAY REMOVAL AND REPLACEMENT, 6-INCH
AutoCAD SHX Text
SQYD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PCC DRIVEWAY REMOVAL AND REPLACEMENT, 8-INCH
AutoCAD SHX Text
SQYD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BRICK PATIO REMOVAL AND REPLACEMENT
AutoCAD SHX Text
SQFT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PCC PATIO REMOVAL AND REPLACEMENT
AutoCAD SHX Text
SQFT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HOT-MIX ASPHALT PATIO REMOVAL AND REPLACEMENT
AutoCAD SHX Text
SQFT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT
AutoCAD SHX Text
FOOT
AutoCAD SHX Text 1,200
AutoCAD SHX Text
AutoCAD SHX Text
PCC SIDEWALK REMOVAL AND REPLACEMENT
AutoCAD SHX Text
SQFT
AutoCAD SHX Text 3,700
AutoCAD SHX Text
AutoCAD SHX Text
DETECTABLE WARNINGS
AutoCAD SHX Text
SQFT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PAVEMENT MARKING - LINE, 4-INCH (THERMOPLASTIC)
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PAVEMENT MARKING - LINE, 6-INCH (THERMOPLASTIC)
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PAVEMENT MARKING - LINE, 12-INCH (THERMOPLASTIC)
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PAVEMENT MARKING - LINE, 24-INCH (THERMOPLASTIC)
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHORT TERM PAVEMENT MARKING REMOVAL
AutoCAD SHX Text
SQFT
AutoCAD SHX Text 5,685
AutoCAD SHX Text
AutoCAD SHX Text
TEMPORARY PAVEMENT MARKING TAPE - LINE 4" - TYPE IV TAPE
AutoCAD SHX Text
FOOT
AutoCAD SHX Text 16,575
AutoCAD SHX Text
AutoCAD SHX Text
TEMPORARY PAVEMENT MARKING TAPE - LINE 24" - TYPE IV TAPE
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PAVEMENT MARKING REMOVAL, WATER BLASTING
AutoCAD SHX Text
SQFT
AutoCAD SHX Text 5,081
AutoCAD SHX Text
AutoCAD SHX Text
TEMPORARY CONCRETE BARRIER
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PINNING TEMPORARY CONCRETE BARRIER
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RELOCATE TEMPORARY CONCRETE BARRIER
AutoCAD SHX Text
FOOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE), TEST LEVEL 2
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
IMPACT ATTENUATORS, TEMPORARY, RELOCATE (FULLY REDIRECTIVE), TEST LEVEL 2
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BARRIER WALL REFLECTORS, TYPE C
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RAISED REFLECTIVE PAVEMENT MARKER
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TEMPORARY TRAFFIC SIGNAL INSTALLATION
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE TEMPORARY TRAFFIC SIGNAL INSTALLATION
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TEMPORARY INFORMATION SIGNING
AutoCAD SHX Text
SQFT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CHANGEABLE MESSAGE SIGN
AutoCAD SHX Text
CAL MO
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVAL AND REPLACEMENT OF SIGNS
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TREE ROOT PRUNING
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TREE TRIMMING
AutoCAD SHX Text
LSUM
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DUST CONTROL
AutoCAD SHX Text
DAY
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ROCK EXCAVATION
AutoCAD SHX Text
CUYD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL
AutoCAD SHX Text
CUYD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SOIL TESTS FOR CONTAMINANTS
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONTAMINATED WASTE DISPOSAL
AutoCAD SHX Text
CUYD
AutoCAD SHX Text 5,200
AutoCAD SHX Text
LIMITS
AutoCAD SHX Text
PAVEMENT RESTORATION
AutoCAD SHX Text
BORDER DRIVE
AutoCAD SHX Text
2.5 INCHES HMA BINDER & 1.5 INCHES HMA SURFACE COURSE
AutoCAD SHX Text
WEST ACRES ROAD
AutoCAD SHX Text
HAMMES AVENUE
AutoCAD SHX Text
4 INCHES HMA BINDER & 2 INCHES HMA SURFACE COURSE
AutoCAD SHX Text
GLENWOOD AVENUE
AutoCAD SHX Text
10 INCHES HMA BINDER & 2 INCHES HMA SURFACE COURSE
AutoCAD SHX Text
ONEIDA STREET
AutoCAD SHX Text
LARKIN AVENUE
CLASS C PATCH SPECIAL, 10 INCHES PCC BASE, 2 INCHES HMA SURFACE
G00452
SUGGESTED MAINTENANCE OF TRAFFIC NOTES
GLENWOOD AND WEST ACRES WATER MAIN IMPROVEMENTS
CITY OF JOLIET CONTRACT NO. 2930-0126
CITY OF JOLIET, ILLINOIS
FOR BIDDING
FINAL DESIGN
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text P:\JOLTC\2401619-2026 WATER MAIN REPLACEMENT PROGRA\CAD\GLENWOOD - WEST ACRES\01_CIVIL 3D\01_SHTS-PLANS\2401619-GLENWOOD WEST ACRES MOT NOTES AND TYP SECTIONS.DWG MOT NOTES MOT NOTES MOT NOTES Plotted: 12/8/2025 12:45 PM By: JSLAGER 12/8/2025 12:45 PM By: JSLAGER By: JSLAGER JSLAGER Copyright © 2025, By Baxter & Woodman, Inc. 2025, By Baxter & Woodman, Inc. 2025, By Baxter & Woodman, Inc. , By Baxter & Woodman, Inc. State of Illinois - Professional Design Firm License No. - 184-001121 - Expires 4-30-27
AutoCAD SHX Text
TOTAL SHEETS
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1"
AutoCAD SHX Text .5"
AutoCAD SHX Text
AutoCAD SHX Text 1"
AutoCAD SHX Text 2"
AutoCAD SHX Text 3"
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 2401619.01
AutoCAD SHX Text 12/12/2025
AutoCAD SHX Text
EMK
AutoCAD SHX Text
ABN
AutoCAD SHX Text
PMK
1. THE SUGGESTED MAINTENANCE OF TRAFFIC CONTROL IS THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT THE SUGGESTED MAINTENANCE OF TRAFFIC CONTROL IS THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT SUGGESTED MAINTENANCE OF TRAFFIC CONTROL IS THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT SUGGESTED MAINTENANCE OF TRAFFIC CONTROL IS THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT MAINTENANCE OF TRAFFIC CONTROL IS THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT MAINTENANCE OF TRAFFIC CONTROL IS THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT OF TRAFFIC CONTROL IS THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT OF TRAFFIC CONTROL IS THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT TRAFFIC CONTROL IS THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT TRAFFIC CONTROL IS THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT CONTROL IS THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT CONTROL IS THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT IS THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT IS THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT THE MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT MINIMUM REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT REQUIREMENT. ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT ADDITIONAL TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT TRAFFIC CONTROL DEVICES AS SPECIFIED BY THE CURRENT CONTROL DEVICES AS SPECIFIED BY THE CURRENT CONTROL DEVICES AS SPECIFIED BY THE CURRENT DEVICES AS SPECIFIED BY THE CURRENT DEVICES AS SPECIFIED BY THE CURRENT AS SPECIFIED BY THE CURRENT AS SPECIFIED BY THE CURRENT SPECIFIED BY THE CURRENT SPECIFIED BY THE CURRENT BY THE CURRENT BY THE CURRENT THE CURRENT THE CURRENT CURRENT CURRENT VERSION OF THE IDOT HIGHWAY STANDARDS, THE CURRENT VERSION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE STANDARD OF THE IDOT HIGHWAY STANDARDS, THE CURRENT VERSION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE STANDARD OF THE IDOT HIGHWAY STANDARDS, THE CURRENT VERSION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE STANDARD THE IDOT HIGHWAY STANDARDS, THE CURRENT VERSION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE STANDARD THE IDOT HIGHWAY STANDARDS, THE CURRENT VERSION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE STANDARD IDOT HIGHWAY STANDARDS, THE CURRENT VERSION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE STANDARD IDOT HIGHWAY STANDARDS, THE CURRENT VERSION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE STANDARD HIGHWAY STANDARDS, THE CURRENT VERSION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE STANDARD HIGHWAY STANDARDS, THE CURRENT VERSION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE STANDARD STANDARDS, THE CURRENT VERSION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE STANDARD STANDARDS, THE CURRENT VERSION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE STANDARD THE CURRENT VERSION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE STANDARD THE CURRENT VERSION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .