2026_Small_Diameter_ACP_Sanitary_Sewer_Rehabilitation_Project_-_Plan_Set_(reduced).pdf
PDF 19 MB Posted
- Solicitation number
- 2026-IFB-055
- Issued by
- Cook County, Illinois
About this file
This is a plan set document for the Village of Schaumburg, Illinois' 2026 Small Diameter Asbestos Cement Pipe (ACP) Sewer Rehabilitation Project. The project encompasses sanitary sewer rehabilitation work across Cook County and includes pre-construction surface televising, sewer cleaning and televising of approximately 19,115 lineal feet, cured-in-place pipelining (CIPP) of 14,340 lineal feet of 8-inch diameter pipe and 4,300 lineal feet of 10-inch diameter pipe, installation of 262 internal service lateral reinstatements, lateral cleaning and televising of 66 locations, installation of 9 cleanouts, dye testing of 5 parcels, air testing and grouting of 96 service connections, and cutting of 11 protruding taps and 5 protruding taps using a Schwalm robot. The plan set contains 42 sheets organized to include a cover sheet, general notes, summary of quantities, rehabilitation schedules (sheets 4-14), sewer rehabilitation details (sheets 15-37), traffic control plans (sheets 38-41), and utility details (sheet 42). The project is designed for construction in July 2026 and was prepared by engineering professionals registered in Illinois. Sealed bids are due by Friday, August 28, 2026, at 10:00 a.m. through the Village's e-Procurement Portal (OpenGov).
The plan set specifies construction standards and details for underground utility locations, requiring utility locating services through J.U.L.I.E. (1-800-892-123). The project includes traffic control and protection as a lump sum bid item and contains a contingent cash allowance for unforeseen conditions. The rehabilitation schedule documents identify specific manholes, pipe materials (primarily asbestos cement with some vitrified clay pipe and cast iron segments), depths, active and capped services, and special conditions including root intrusions, debris, corrosion, and structural defects requiring targeted rehabilitation methods. The plan set utilizes standard engineering scales for full-size plans, with notation that reduced-sized plans do not conform to standard scales. Erosion control and staging requirements are detailed in the general notes, and paving specifications are included for areas where surface restoration is necessary upon project completion.
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Text version
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VILLAGE OF SCHAUMBURG
2026 SMALL DIAMETER ASBESTOS CEMENT PIPE (ACP)
SEWER REHABILITATION PROJECT
LOCATION MAP
(NOT TO SCALE)
FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD
ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT
CONFORM TO STANDARD SCALES.
FOR UNDERGROUND UTILITY LOCATIONS CALL
J.U.L.I.E. 1-800-892-0123
LICENSE #062-071408
EXPIRES 04/30/2027
2655 WARRENVILLE RD
SUITE 225
DOWNERS GROVE, IL
60515
EXPIRESREGISTERED P.E., STATE OF ILLINOIS
FOR CONSTRUCTION
JULY 2026
INDEX OF SHEETS
1 COVER
2 GENERAL NOTES
3 SUMMARY OF QUANTITIES
4-14 REHABILITATION SCHEDULE
15-37 SEWER REHABILITATION
38-41 TRAFFIC CONTROL
42 DETAILS
11/30/2027
PROJECT NO. 11-3846-03
COUNTY TOTAL
SHEETS
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
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JULY 2026
GENERAL NOTES
UTILITIES NOTES
WATER AND SEWER NOTES
EROSION CONTROL
TRAFFIC CONTROL AND STAGING
PAVING NOTES
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
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SUMMARY OF QUANTITIES
ITEM NO. BID DESCRIPTION UNIT OF
MEASURE
TOTAL
QUANTITY
1 PRE-CONSTRUCTION SURFACE TELEVISING L SUM 1
2 PRE-CONSTRUCTION SEWER CLEANING AND TELEVISING LF 19,115
3 CUT PROTRUDING TAP EACH 11
4 CUT PROTRUDING TAP WITH SCHWALM ROBOT EACH 5
5 CURED-IN-PLACE PIPELINING, 8" DIAMETER LF 14,340
6 CURED-IN-PLACE PIPELINING, 10" DIAMETER LF 4,300
7 INTERNAL SERVICE LATERAL REINSTATEMENT EACH 262
8 SPECIALTY LINER, 8” (122 LF) - 6” (10 LF) – 8” (44 LF) EACH 1
9 DYE TESTING OF PARCELS EACH 5
10 LATERAL LAUNCH PARCELS EACH 5
11 LATERAL CLEANING & TELEVISING EACH 66
12 LATERAL TELEVISING (PUSH CAMERA) LF 50
13 CLEANOUT INSTALLATION EACH 9
14 ROOT CUTTING FROM CLEANOUT EACH 9
15 AIR TEST AND GROUT SERVICE CONNECTION, 5-FOOT EACH 96
16 CURED-IN-PLACE LATERAL LINER INSTALLATION, 8"x 6", 5-FOOT EACH 61
17 CURED-IN-PLACE LATERAL LINER INSTALLATION, 10"x 6", 5-FOOT EACH 2
18 CURED-IN-PLACE LATERAL LINER INSTALLATION, 8"x 8", 10-FOOT EACH 3
19 ADDITIONAL CIPP LATERAL LINER, 6" LF 25
20 ADDITIONAL CIPP LATERAL LINER, 8" LF 10
21 TRAFFIC CONTROL AND PROTECTION L SUM 1
22 CONTINGENT CASH ALLOWANCE L SUM 1
Note: Pay item quantities contain buffer and may not match rehabilitation schedule quantities exactly.
CIPP Lining Lateral Rehabilitation
Asset ID USMH DSMH Location Diameter
(in.) Material Length (ft) USMH Depth (ft)
DSMH
Depth (ft)
Exhibit Grid Number Y/N
Number of Active
Services
Number of Capped Services
Transition Liner
(Diam. (in.))
Transition from USMH
(ft)
Lateral from
USMH (ft) DS Clock Position Comments Capped Clean &
Televise Lateral
Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
A007:A009 A007 A009 Bladon Rd. 8 AC 406.7 8.1 8.3 1 Y 9 0
27.5 9 X
28.5 3 X
102.4 9 X
103.7 3 X
189.2 3 X
190.3 9 X
267.6 9 DAE / Roots X X
268.4 3 DAE / Roots X X
348.9 2 Roots X X
A009:A012 A009 A012 Bladon Rd. 8 AC 331.1 8.3 8.6 1 Y 7 0
84.1 3 X
85.2 9 DAE X X
137.5 3 X
190.7 3 X
191.6 9 DAE X X
273.0 3 X
274.6 9 X
A010:A011 A010 A011 Churchill Rd. 8 AC 439.3 6.9 8.1 1 Y 11 0
1.0 3 X
61.5 3 X
62.7 9 X
139.6 3 X
141.0 9 X
220.7 3 X
222.0 9 X
293.9 3 Roots / offset X X
295.2 10 DAE (50%) X X
367.4 3 X
368.8 9 X
Totals
CIPP
Diameter
(in.)
CIPP Liner (LF)
Lateral Rein-statements
Specialty Liner (ea.)
Lateral Clean and
TV
Lateral Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
8 1178 27 0 7 20
0 0
10 0 0
*includes segments not scheduled for lining Clean and
TV (LF)* 1178
COUNTY TOTAL
SHEETS
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
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11-3846-03
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JULY 2026
SANITARY SEWER REHABILITATION SCHEDULE
MATERIAL LEGEND
AC - Asbestos Cement CAS - Cast Iron VCP - Vitrified Clay Pipe
Other abbreviations used in comments correspond to PACP survey observation codes.
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
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JULY 2026
SANITARY SEWER REHABILITATION SCHEDULE
CIPP Lining Lateral Rehabilitation
Asset ID USMH DSMH Location Diameter
(in.) Material Length (ft) USMH Depth (ft)
DSMH
Depth (ft)
Exhibit Grid Number Y/N
Number of Active
Services
Number of Capped Services
Transition Liner
(Diam. (in.))
Transition from USMH
(ft)
Lateral from
USMH (ft) DS Clock Position Comments Capped Clean &
Televise Lateral
Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
A011:A012 A011 A012 Churchill Rd. 8 AC 392.7 8.1 8.6 1 Y 10 0
10.2 3 DAE X X
11.4 9 X
72.8 3 X
75.1 9 X
147.4 3 X
149.0 9 X
229.9 3 X
232.3 9 X
324.9 9 X
388.6 9 X
B013:B014 B013 B014 Colony Lake Dr. 8 AC 390.4 11.4 7.3 4 Y 17 1
24.2 3
27.6 9
70.0 3
73.5 9
102.6 3
106.2 9
135.1 3
138.7 9
207.1 9
210.2 3 No Active Service to
Parcel X
239.8 9
243.0 3
285.5 3
302.1 9 TBI X
328.1 3
331.4 9
343.4 3
373.3 9
Totals
CIPP
Diameter
(in.)
CIPP Liner (LF)
Lateral Rein-statements
Specialty Liner (ea.)
Lateral Clean and
TV
Lateral Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
8 784 27 0 1 9
0 1
10 0 0
*includes segments not scheduled for lining Clean and
TV (LF)* 784
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
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11-3846-03
KL
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JULY 2026
SANITARY SEWER REHABILITATION SCHEDULE
CIPP Lining Lateral Rehabilitation
Asset ID USMH DSMH Location Diameter
(in.) Material Length (ft) USMH Depth (ft)
DSMH
Depth (ft)
Exhibit Grid Number Y/N
Number of Active
Services
Number of Capped Services
Transition Liner
(Diam. (in.))
Transition from USMH
(ft)
Lateral from
USMH (ft) DS Clock Position Comments Capped Clean &
Televise Lateral
Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
B026:B037 B026 B037 Longboat Ct. 8 AC 406.8 10.8 8.7 3 Y 15 0
45.3 9
47.9 3
77.4 9
77.9 3
110.1 9
113.4 3
142.9 9
197.4 3
199.1 9
227.2 3
228.1 9
269.2 3
271.0 9
324.9 9
380.7 9
B032:B033 B032 B033 Colony Lake Dr. 8 AC 237.4 12.4 14 3 Y 10 0
29.5 3
32.7 9
61.9 9
65.1 3
107.7 3
108.3 9
149.8 3
179.0 3
220.5 3
221.8 9
B037:B038 B037 B038 Longboat Ln. 8 AC 109 8.7 9.1 3 Y 3 1
4.3 9
33.9 9 X
40.3 9
84.1 9 X
Totals
CIPP
Diameter
(in.)
CIPP Liner (LF)
Lateral Rein-statements
Specialty Liner (ea.)
Lateral Clean and
TV
Lateral Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
8 754 28 0 0 0
0 1
10 0 0
TV (LF)* 754
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
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11-3846-03
KL
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JULY 2026
SANITARY SEWER REHABILITATION SCHEDULE
CIPP Lining Lateral Rehabilitation
Asset ID USMH DSMH Location Diameter
(in.) Material Length (ft) USMH Depth (ft)
DSMH
Depth (ft)
Exhibit Grid Number Y/N
Number of Active
Services
Number of Capped Services
Transition Liner
(Diam. (in.))
Transition from USMH
(ft)
Lateral from
USMH (ft) DS Clock Position Comments Capped Clean &
Televise Lateral
Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
B049:B050 B049 B050 Bayshore Dr. 8 AC 251.6 10.1 12.3 4 Y 0 0
B050:B051 B050 B051 Bayshore Dr. 8 AC 93 12.3 11.8 4 Y 2 0
53.7 9
83.0 9
B051:B052 B051 B052 Bayshore Dr. 8 AC 60.4 11.8 11.5 4 Y 3 0
23.5 3
24.9 9
39.6 9
C200:C201 C200 C201 Portland Dr 8 VCP 81 8 7 2 Y 0 0
C216:C223 C216 C223 N Walnut Ln 8 VCP 187 8.5 10.7 2 Y 1 0 191.6 6 Drop
Connection
(10 LF)
X X
E237:E238 E237 E238 Brockton Ln. 8 AC 272.2 4.9 8.3 9 Y 9 2
4.5 3 Roots X X
47.6 3 DAE X
49.1 10 DAE X
120.5 3 X
121.9 10 X
121.9 2 Protruding X X X
125.0 11 Protruding X X X
141.4 1 X
175.1 3 X
218.1 3 Roots X X
219.2 9 Roots X X
E238:E239 E238 E239 Brockton Ln. 8 CIPP 302.5 8.3 9 9 N 7 0
18.7 3 Roots
(100%) X X
20.7 9 Fine roots X X
103.2 3 DAE X X
104.3 9 X
156.5 9 X
239.8 3 X
241.1 9 Minor offset X X
H117:H118 H117 H118 Plymouth Ln 8 VCP 208 4.7 4.1 10 Y 2 0
34.6 9 X
36.8 3 Fine roots X X
Totals
CIPP
Diameter
(in.)
CIPP Liner (LF)
Lateral Rein-statements
Specialty Liner (ea.)
Lateral Clean and
TV
Lateral Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
8 1154 17 0 11 8
0 2
10 0 0
TV (LF)* 1456
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
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11-3846-03
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JULY 2026
SANITARY SEWER REHABILITATION SCHEDULE
CIPP Lining Lateral Rehabilitation
Asset ID USMH DSMH Location Diameter
(in.) Material Length (ft) USMH Depth (ft)
DSMH
Depth (ft)
Exhibit Grid Number Y/N
Number of Active
Services
Number of Capped Services
Transition Liner
(Diam. (in.))
Transition from USMH
(ft)
Lateral from
USMH (ft) DS Clock Position Comments Capped Clean &
Televise Lateral
Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
J163:J164 J163 J164 S Salem Dr. 8 AC 146.5 4.4 4 17 Y 1 0 47.1 3 Roots / cracks X X
J170:J171 J170 J171 Brentwood Ct. 8 AC 176.3 6.1 8 16 Y 5 0 8 > 6 > 8 122 - 132
4.1 3 X
7.2 9 X
50.8 3 X
53.8 9 X
97.4 3 DAE X X
J183:J185 J183 J185 Bedford Ct. 8 AC 260 9.5 10.3 16 Y 2 1
75.7 3 Fracture X X
119.4 3 X
132.6 3 TBI / Roots X X X
J185:J187 J185 J187 Brighton Ct. 8 AC 334.6 10.3 13.1 16 Y 3 0
53.5 3 X
126.9 3 DAE X X
180.7 3 DAE /
Fracture X X
J187:J214 J187 J214 Brighton Ct. 8 AC 326.2 13.1 15.6 16 Y 2 0
139.8 3 DAE X X
234.6 3 DAE / Debris X X
J196:J197 J196 J197 Shannock Ln. 8 AC 374.5 6.6 8.3 19 Y 10 0
22.8 3 Debris, broken?
38.9 10
120.1 3 Roots
124.2 9 Roots
165.6 3
208.0 2 Roots
211.3 9
253.5 3 Roots
296.2 9 Roots
337.8 3
J197:J198 J197 J198 Shannock Ln. 8 AC 203.4 8.3 8 19 Y 5 0
4.0 10 Roots
33.0 3 Roots
101.5 9 Roots / soil
119.6 3 Roots
172.2 9 Roots (fine)
J206:J208 J206 J208 Cranbrook Dr. 8 AC 245.7 5.8 10.5 19 Y 3 0
89.7 9
164.7 9 Debris / DAE (30%)
217.9 3
Totals
CIPP
Diameter
(in.)
CIPP Liner (LF)
Lateral Rein-statements
Specialty Liner (ea.)
Lateral Clean and
TV
Lateral Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
8 1891 31 1 8 5
0 1
10 0 0
TV (LF)* 2068
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
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11-3846-03
KL
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COOK
JULY 2026
SANITARY SEWER REHABILITATION SCHEDULE
CIPP Lining Lateral Rehabilitation
Asset ID USMH DSMH Location Diameter
(in.) Material Length (ft) USMH Depth (ft)
DSMH
Depth (ft)
Exhibit Grid Number Y/N
Number of Active
Services
Number of Capped Services
Transition Liner
(Diam. (in.))
Transition from USMH
(ft)
Lateral from
USMH (ft) DS Clock Position Comments Capped Clean &
Televise Lateral
Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
J206:J269 J206 J269 Belmont Ct. 8 AC 206.7 5.8 6 19 Y 1 0 187.3 9 Fine roots
J209:J210 J209 J210 Matfield Ct. 8 AC 77.3 6 5.4 18 Y 4 0
5.0 3
8.2 9
31.5 3
34.4 9
J226:J227 J226 J227 Groton Ct. 8 AC 134.5 6.2 6.1 18 Y 7 2
16.3 3 Roots, prot. X X X
29.7 9
33.2 3
46.0 9 X
49.4 3 X
52.5 9 Protruding X X X
58.5 3 Protruding X X X
102.1 9
125.5 9
J227:J228 J227 J228 Danvers Ct. 8 AC 244.5 6.1 7.1 18 Y 6 1
12.6 9
95.9 9 X
121.4 9
152.6 3
176.2 9
191.6 9
233.2 3
J228:J229 J228 J229 Pinehurst Ln. 8 AC 298.2 7.1 16.7 18 Y 5 2
131.7 9 X
135.3 11
155.8 9 X
175.2 11
208.6 9
221.6 9
293.6 6 Drop
Connection
(10 LF)
X X
Totals
CIPP
Diameter
(in.)
CIPP Liner (LF)
Lateral Rein-statements
Specialty Liner (ea.)
Lateral Clean and
TV
Lateral Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
8 962 23 0 4 0
0 3
10 0 0
TV (LF)* 962
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
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Sc he du le
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11-3846-03
KL
YG
PH
COOK
JULY 2026
SANITARY SEWER REHABILITATION SCHEDULE
CIPP Lining Lateral Rehabilitation
Asset ID USMH DSMH Location Diameter
(in.) Material Length (ft) USMH Depth (ft)
DSMH
Depth (ft)
Exhibit Grid Number Y/N
Number of Active
Services
Number of Capped Services
Transition Liner
(Diam. (in.))
Transition from USMH
(ft)
Lateral from
USMH (ft) DS Clock Position Comments Capped Clean &
Televise Lateral
Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
J238:J239 J238 J239 Danvers Ct. 8 AC 134.6 5.6 9.1 18 Y 6 0
16.0 9
49.4 3
53.5 9
86.6 3
89.4 9
122.8 9
J243:J245 J243 J245 Fiskeville Ln. 8 AC 394.2 7.6 9.6 18 Y 10 3
14.9 3 Roots, broken X X
17.8 9 1024 Tiverton X X
88.0 3 X
89.4 9 X
157.8 3 X
160.9 9 X
161.3 3 X
201.7 3 Roots X X
203.9 3 X
246.6 9 1012 Tiverton X X
303.6 9 X
337.5 9 X
337.5 3 X
J246:J247 J246 J247 Tiverton Ct. 10 AC 407.8 20.3 22.7 18 Y 2 1
110.9 1 1012 Tiverton X X X
192.8 12 X
222.5 12 X
265.2 12 X
320.7 1 1024 Tiverton X X
J252:J253 J252 J253 Tiverton Ct. 8 AC 326.2 6.7 26.2 20 Y 10 0
4.6 9 X
7.8 3 X
37.2 3 X
66.7 9 Roots X X
69.8 3 X
112.1 9 Roots X X
115.6 3 X
197.4 9 DAE X X
200.5 3 X
268.8 9 1130 Tiverton X X
Totals
CIPP
Diameter
(in.)
CIPP Liner (LF)
Lateral Rein-statements
Specialty Liner (ea.)
Lateral Clean and
TV
Lateral Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
8 855 28 0 6 16
3 0
10 408 1
TV (LF)* 1263
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
-p an zu ra
1\ O
FF
IC
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TO
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C P
Se rv ic es
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2.
C
AD
\S he et s\
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Sc he du le
(8 ).d w g
11-3846-03
KL
YG
PH
COOK
JULY 2026
SANITARY SEWER REHABILITATION SCHEDULE
CIPP Lining Lateral Rehabilitation
Asset ID USMH DSMH Location Diameter
(in.) Material Length (ft) USMH Depth (ft)
DSMH
Depth (ft)
Exhibit Grid Number Y/N
Number of Active
Services
Number of Capped Services
Transition Liner
(Diam. (in.))
Transition from USMH
(ft)
Lateral from
USMH (ft) DS Clock Position Comments Capped Clean &
Televise Lateral
Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
J253:J254 J253 J254 Tiverton Ct. 8 AC 84.5 7.1 26.2 20 Y 2 0
16.4 2 TBI X X
76.4 6 Drop
Connection
(20 LF)
X X
J254:J255 J254 J255 Tiverton Ct. 10 AC 264 26.2 28.4 20 Y 3 0
33.5 1 1130 Tiverton X X
127.8 1 Do Not Reinstate
196.2 2 Do Not Reinstate
J259:J260 J259 J260 Foxboro Ln. 8 AC 232 7.4 7.4 21 Y 4 0
98.4 3 Roots
112.4 3 Roots
168.9 3 Roots
184.9 3 Roots
J260:J261 J260 J261 Foxboro Ln. 8 AC 238.7 7.4 5.5 21 Y 4 1
10.5 3
39.7 3
82.3 3 Roots
111.7 3 Roots
194.4 3
L090:L093 L090 L093 Desmond Dr 8 AC 355.5 15.8 19.5 22 Y 5 0
72.5 12 Break-in X X
114.2 12 X X
207.7 12 X X
250.4 12 X X
305.2 12 X X
L093:L094 L093 L094 Desmond Dr 8 AC 188.7 19.5 21.1 22 Y 2 0
72.2 1 X X
153.1 1 X X
L094:L095 L094 L095 Desmond Dr 8 AC 223.2 21.1 22.8 22 Y 3 0
97.4 9 X X
139.2 9 Break-in X X
193.7 9 X X
L095:L096 L095 L096 Desmond Dr 8 AC 380.6 22.8 26.1 22 Y 5 0
35.4 9 X X
129.7 9 Corrosion X X
212.0 9 X X
293.3 9 X X
362.5 9 Corrosion/D
AE X X
Totals
CIPP
Diameter
(in.)
CIPP Liner (LF)
Lateral Rein-statements
Specialty Liner (ea.)
Lateral Clean and
TV
Lateral Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
8 1704 28 0 17 1
0 0
10 264 0
TV (LF)* 1968
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
-p an zu ra
1\ O
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IC
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TO
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II
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Se rv ic es
\7 .0
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2.
C
AD
\S he et s\
Se w er \1
R eh ab ilit at io n
Sc he du le
(9 ).d w g
11-3846-03
KL
YG
PH
COOK
JULY 2026
SANITARY SEWER REHABILITATION SCHEDULE
CIPP Lining Lateral Rehabilitation
Asset ID USMH DSMH Location Diameter
(in.) Material Length
(ft)
USMH
Depth (ft)
DSMH
Depth (ft) Exhibit Grid
Number Y/N Number of
Active Services
Number of Capped Services
Transition Liner
(Diam.
(in.))
Transition from USMH
(ft)
Lateral from
USMH (ft) DS Clock Position Comments Capped Clean &
Televise Lateral
Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
M043:M044 M043 M044 Andrew Ln. 8 AC 312.2 18.9 21.1 11 Y 6 0
44.0 1 Roots X X
47.2 11 X
120.7 1 X
123.8 12 Broken X X
197.0 12 X
270.6 12 X
M044:M045 M044 M045 Andrew Ln. 8 AC 116.9 21.1 21.7 11 Y 0 0
M045:M046 M045 M046 Hinkle Ln 8 AC 269.4 21.7 20.2 11 Y 5 3
17.1 2 X X
79.5 11 11 Hinkle X X
82.5 11 11 Hinkle X X
156.4 1 X
159.9 11 X
213.6 2 X
246.7 2 X
M046:M048 M046 M048 Hinkle Ln. 8 AC 55.6 20.2 19.1 11 Y 1 0 26.8 10 X
M048:M052 M048 M052 Hinkle Ln. 8 AC 107.1 19.1 20.6 11 Y 0 0
M052:M053 M052 M053 Salem Dr. 8 AC 125.9 20.6 18.6 11 Y 0 0
M234:M235 M234 M235 W Schaumburg Rd. 8 AC 196.5 9 12.7 12 Y 2 1
18.3 9 X
25.2 2 Offset, DAE X X
48.2 2 X
M235:M236 M235 M236 S Roselle Rd. 8 AC 277.7 12.7 14.2 12 Y 3 1
79.6 2 X
91.9 10 X
92.7 3 Lateral Launch X X X
125.6 3 Lateral Launch X
M236:M237 M236 M237 S Roselle Rd. 8 AC 168.7 14.2 16.2 12 Y 2 0
93.3 2 Severe DAE X X X
127.2 9 X
M237:RJN-M237-A M237 RJN-M237-A S Roselle Rd. 8 AC 272.7 16.2 13.5 13 Y 3 0
30.6 3 X
67.5 9 X
241.4 9 X
RJN-M237-A:M238 RJN-M237-A M238 S Roselle Rd. 8 AC 156.9 13.5 9.4 13 Y 1 0 137.1 9 X
M238:M239 M238 M239 S Roselle Rd. 8 AC 65.3 9.4 8 13 Y 0 0
M239:M240 M239 M240 Roselle Rd. 8 AC 148 8 10.5 13 Y 0 0
M240:M241 M240 M241 Roselle Rd. 8 AC 214.4 10.5 12.4 13 Y 1 0 163.9 3 DAE X X
Totals
CIPP
Diameter
(in.)
CIPP Liner (LF)
Lateral Rein-statements
Specialty Liner (ea.)
Lateral Clean and
TV
Lateral Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
8 2488 24 0 7 19
1 2
10 0 0
TV (LF)* 2488
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
-p an zu ra
1\ O
FF
IC
E-
\W H
EA
TO
N \P
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II
C P
Se rv ic es
\7 .0
D es ig n\
2.
C
AD
\S he et s\
Se w er \1
R eh ab ilit at io n
Sc he du le
(1 0)
.d w g
11-3846-03
KL 42
YG
PH
COOK
JULY 2026
SANITARY SEWER REHABILITATION SCHEDULE
CIPP Lining Lateral Rehabilitation
Asset ID USMH DSMH Location Diameter
(in.) Material Length (ft) USMH Depth (ft)
DSMH
Depth (ft)
Exhibit Grid Number Y/N
Number of Active
Services
Number of Capped Services
Transition Liner
(Diam. (in.))
Transition from USMH
(ft)
Lateral from
USMH (ft) DS Clock Position Comments Capped Clean &
Televise Lateral
Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
N001:N002 N001 N002 Schaumburg Rd. 8 AC 324.5 8.6 13.3 12 Y 6 3
0.1 3 X
1.4 11 X
50.1 10 X
56.4 1 X
138.2 12 X
163.3 3 X
164.2 10 X
196.5 10 X
250 11 X
N002:M235 N002 M235 Roselle Rd. 8 AC 68.5 13.3 12.7 12 Y 0 0
N065:N066 N065 N066 Lewis Ct. 10 AC 138 22.8 19.9 14 Y 1 0 117.2 1 X
O194:O195 O194 O195 Merlin Dr 8 VCP 385.7 8.9 13.2 23 Y 10 1
22.9 2 X
67.6 10 X
69.5 10 Roots X X
102.4 3 X
135.7 11 Root ball X X
189.6 2 X
204.9 11 Broken, root ball X X
268.9 2 X
272.6 10 X
337.6 2 X
341 10 X
O198:O199 O198 O199 S Plum Grove Rd 10 VCP 279.9 8.4 18.2 23 Y 0 0
P003:P004 P003 P004 N Roselle Rd. 8 AC 146.2 13.7 13.8 12 Y 1 0 104.3 3 X
P004:N002 P004 N002 N Roselle Rd. 8 AC 263.4 13.8 13.3 12 Y 1 0 55.6 9 X
Q267:Q269 Q267 Q269 Thornhill Ct. 8 AC 72.7 9.1 9.5 15 Y 1 0 24.3 3 Point Repair
Q279:Q280 Q279 Q280 Middlebury Ct. 8 AC 285.9 10 7.9 15 Y 5 1
75.5 10
123.6 2 X
131 9 TBI X
136.1 2 X
139.4 10 X
272.8 9
Totals
CIPP
Diameter
(in.)
CIPP Liner (LF)
Lateral Rein-statements
Specialty Liner (ea.)
Lateral Clean and
TV
Lateral Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
8 1547 25 0 3 16
2 1
10 418 0
TV (LF)* 1965
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
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1\ O
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TO
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Se rv ic es
\7 .0
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2.
C
AD
\S he et s\
Se w er \1
R eh ab ilit at io n
Sc he du le
(1 1)
.d w g
11-3846-03
KL 42
YG
PH
COOK
JULY 2026
SANITARY SEWER REHABILITATION SCHEDULE
CIPP Lining Lateral Rehabilitation
Asset ID USMH DSMH Location Diameter
(in.) Material Length (ft) USMH Depth (ft)
DSMH
Depth (ft)
Exhibit Grid Number Y/N
Number of Active
Services
Number of Capped Services
Transition Liner
(Diam. (in.))
Transition from USMH
(ft)
Lateral from
USMH (ft) DS Clock Position Comments Capped Clean &
Televise Lateral
Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
Q280:Q283 Q280 Q283 Elmwood Ln. 8 AC 102.7 7.9 8 15 Y 0 0
Q283:Q284 Q283 Q284 Mayfair Ln. 8 AC 318.5 8 6.6 15 Y 3 0
72.3 3
180.3 9
249.4 9
R056:R057 R056 R057 Golf Rd. 10 AC 399.5 12 11.3 5 Y 0 0
R057:R058 R057 R058 Golf Rd. 10 AC 400.9 11.3 13.5 5 Y 0 0
R058:R059 R058 R059 Golf Rd. 10 AC 244.2 13.5 15.9 5 Y 0 0
R059:RJN-R095-A R059 RJN-R095-A National Pkwy 10 AC 149.1 15.9 16.1 5 Y 0 0
R081:R082 R081 R082 Meacham Rd. 8 AC 70.4 8.2 10.1 7 Y 0 0
R082:R083 R082 R083 Meacham Rd. 10 AC 206.1 10.1 8.5 7 Y 0 0
R084:R085 R084 R085 Meacham Rd. 10 AC 159.2 10.7 10.8 7 Y 0 0
R086:R087 R086 R087 Meacham Rd. 10 AC 164.9 9.1 8.8 7 Y 0 0
R087:R089 R087 R089 Meacham Rd. 10 AC 17.7 8.8 8.4 7 Y 0 0
R089:R090 R089 R090 Meacham Rd. 10 AC 142.8 8.4 8.8 6 Y 0 0
R090:R091 R090 R091 Meacham Rd. 10 AC 240.8 8.8 9.6 6 Y 0 0
R091:R092 R091 R092 Meacham Rd. 10 AC 240.8 9.6 10.2 6 Y 0 0
R092:R093 R092 R093 Meacham Rd. 10 AC 395.4 10.2 13 6 Y 0 0
R093:R096 R093 R096 Meacham Rd. 10 AC 260.4 13 16.5 6 Y 0 0
R095:R096 R095 R096 National Pkwy 10 AC 95.2 16.4 16.5 6 Y 0 0
RJN-R095-A:R095 RJN-095-A R095 National Pkwy. 10 AC 88 16.1 16.4 6 Y 0 0
S121:S143 S121 S143 Higgins Rd. 8 AC 103.2 12.7 12.8 8 Y 0 0
S122:S123 S122 S123 Martingale Rd. 8 AC 313.7 10.6 9.4 8 Y 0 0
S123:S124 S123 S124 Martingale Rd. 8 AC 113.5 9.4 12.1 8 Y 0 0
Totals
CIPP
Diameter
(in.)
CIPP Liner (LF)
Lateral Rein-statements
Specialty Liner (ea.)
Lateral Clean and
TV
Lateral Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
8 1022 3 0 0 0
0 0
10 3205 0
*includes segments not scheduled for lining Clean and
TV (LF)* 4227
Grand Totals
CIPP
Diameter
(in.)
CIPP Liner (LF)
Lateral Rein-statements
Specialty Liner (ea.)
Lateral Clean and
TV
Lateral Grouting
CIPP
Lateral Liner
Dye Test Prot. Tap Removal
8 14334 261 1 64 94
5 11
10 4295 1
TV (LF)* 19107
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
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1\ O
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2.
C
AD
\S he et s\
Se w er \1
Se w er
R eh ab ilit at io n (1
).d w g
11-3846-03
KL
YG
PH
COOK
JULY 2026
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
-p an zu ra
1\ O
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TO
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2.
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AD
\S he et s\
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11-3846-03
KL
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
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1\ O
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TO
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\S he et s\
Se w er \1
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).d w g
11-3846-03
KL
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
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1\ O
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TO
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2.
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\S he et s\
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R eh ab ilit at io n (4
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11-3846-03
KL
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
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1\ O
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TO
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2.
C
AD
\S he et s\
Se w er \1
Se w er
R eh ab ilit at io n (5
).d w g
11-3846-03
KL
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
-p an zu ra
1\ O
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TO
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2.
C
AD
\S he et s\
Se w er \2
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R eh ab ilit at io n (6
).d w g
11-3846-03
KL
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
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1\ O
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TO
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2.
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\S he et s\
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11-3846-03
KL
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
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1\ O
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R eh ab ilit at io n (8
).d w g
11-3846-03
KL
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
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1\ O
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TO
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2.
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AD
\S he et s\
Se w er \2
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R eh ab ilit at io n (9
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11-3846-03
KL
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
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1\ O
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TO
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2.
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\S he et s\
Se w er \2
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0) .d w g
11-3846-03
KL
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
-p an zu ra
1\ O
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2.
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\S he et s\
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1) .d w g
11-3846-03
KL
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
-p an zu ra
1\ O
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TO
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2.
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\S he et s\
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2) .d w g
11-3846-03
KL
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
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1\ O
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TO
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3) .d w g
11-3846-03
KL
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALES
VERTICAL: STA. TO STA.
\\w he
-p an zu ra
1\ O
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11-3846-03
KL
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PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
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DATE:
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11-3846-03
KL
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PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
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DATE:
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11-3846-03
KL
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PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
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DATE:
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11-3846-03
KL
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PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
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DATE:
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11-3846-03
KL
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PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
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11-3846-03
KL
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PH
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NO.
PROJECT NO.
HORIZONTAL:
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11-3846-03
KL 42
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
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11-3846-03
KL 42
YG
PH
SHEET
NO.
PROJECT NO.
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11-3846-03
KL 42
YG
PH
SHEET
NO.
PROJECT NO.
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11-3846-03
KL 42
YG
PH
SHEET
NO.
PROJECT NO.
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11-3846-03
KL
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PH
COOK
SHEET
NO.
PROJECT NO.
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11-3846-03
KL
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PH
COOK
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NO.
PROJECT NO.
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11-3846-03
KL
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
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11-3846-03
KL
YG
PH
COOK
SHEET
NO.
PROJECT NO.
HORIZONTAL:
DESIGNED:
DRAWN:
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DATE:
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11-3846-03
KL 42
YG
PH
COOK
JULY 2026
UTILITY TRENCH IN NON-PAVED AREAS DETAIL
NTS
CONNECTING SEWER PIPES OF
DISSIMILAR MATERIAL
NTS
PIPE COUPLING DETAIL
NTS
SANITARY TEE / WYE
NTS
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