26-08_MONKEY_RUN_REHAB_BID_PLAN_SET.pdf

PDF 46 MB Posted Jan 28, 2026

Attached to: ENG 26-08 Monkey Run Interceptor Rehabilitation
Solicitation number: 2026-ENGINEERING-006
Issued by: Kalamazoo County, Huntington Woods City, Michigan

About this file

Written by GovTribe AI · Feb 3, 2026

This is a bid plan set prepared by NTH Consultants, Ltd. for the City of Jackson, Michigan, detailing the rehabilitation of the Monkey Run Interceptor, a 60-inch and 66-inch diameter brick sanitary sewer system. The project encompasses approximately 4,400 linear feet of sewer located throughout Jackson's residential areas, beginning west of Wildwood Avenue and extending northeast to Jackson Street, with portions running beneath the Jackson High School athletic complex and along Amtrak railroad right-of-way. The rehabilitation scope includes chemical grouting to seal 44 infiltration locations (2 gushing, 17 running, and 25 dripping), repair of 17 defective tap connections, masonry repointing of 1,042 linear feet of longitudinal fractures, 3 square feet of brick repair, debris and deposit removal, and 556 linear feet of root removal with herbicide treatment. The project involves coordination with multiple jurisdictions including the City of Jackson, Amtrak/Norfolk Southern Railway, Michigan Department of Transportation (MDOT), and various utility providers. The drawings issued for bid on January 26, 2026, include plan and profile sheets for existing and proposed conditions, defect summary tables, detailed specifications for repair methods, and reference drawings showing utility locations.

The bid plan set establishes comprehensive requirements for contractor performance, including maintenance of uninterrupted sanitary sewerage service throughout construction, compliance with MIOSHA safety standards for underground construction, air and noise monitoring, and strict adherence to Amtrak engineering practices for work on railroad property. Contractors must obtain all necessary permits, including those from Amtrak/Norfolk Southern Railway, state and local road authorities, and EGLE Part 41 permits for erosion and sedimentation control. The project requires field verification of all existing conditions and dimensions, with actual repair locations determined during construction based on CCTV inspection data. Work activities are restricted by proximity to private property, railroad operations, and active utility infrastructure, necessitating careful coordination with the City of Jackson, Amtrak Communications and Signal Department, and the Miss Dig utility locating service. The drawings reference historical construction documents and conduct utility location data from ACD, City of Jackson, Comcast, and Consumers Energy, indicating the complexity of underground coordination required for successful project completion.

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Other files

File	Type	Posted
ENG_26-08_Monkey_Run_Interceptor_Rehabilitation.pdf	PDF	Jan 30, 2026
26-08_MONKEY_RUN_REHAB_2022_CONDITION_ASSESSMENT_REPORT.pdf	PDF	Jan 28, 2026
26-08_MONKEY_RUN_REHAB_TECHNICAL_SPECIFICATIONS.pdf	PDF	Jan 28, 2026
26-08_MONKEY_RUN_REHAB_SPECIAL_PROVISIONS.pdf	PDF	Jan 28, 2026
Maintenance_and_Guarantee_Bond-_Sample_test.pdf	PDF	Jan 28, 2026
Maintenance_and_Guarantee_Bond.pdf	PDF	Jan 28, 2026
Performance_Bond.pdf	PDF	Jan 28, 2026
CDBG_Additional_Forms.pdf	PDF	Jan 28, 2026
Labor_and_Material_Payment_Bond.pdf	PDF	Jan 28, 2026

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SHEET REFERENCE NUMBER:

INDEX OF DRAWINGS

ISSUED FOR BID

PREPARED BY:

NTH Consultants, Ltd.

COVER

MONKEY RUN INTERCEPTOR REHABILITATION

M O

N K

E Y

R U

N I

N T

E R

C E

P T

O R

R E

H A

NJACKSON, MICHIGAN

SHEET

NUMBER DESCRIPTION

-- COVER SHEET & INDEX OF DRAWINGS

G.001 GENERAL NOTES

C.101

JANUARY 2026

PLAN & PROFILE - EXISTING CONDITIONS

NTH PROJECT No. 62-210512

N W

E S

T A

V E

WILDWOOD AVE

SITE LOCATION MAP

SCALE: 1" = 400'

MONKEY RUN

INTERCEPTOR

SITE

VICINITY MAP

SCALE: NONE

C.102 C.103 C.104 C.201

CITY OF JACKSON

0 400400

GRAPHIC SCALE

1" = 400'

W GANSON ST

S T

E W

A R

D S

N B

L A

C K

S T

O N

E S

CSX RR

PLAN & PROFILE - EXISTING CONDITIONS

PLAN & PROFILE - PROPOSED REHABILITATION

C.202 PLAN & PROFILE - PROPOSED REHABILITATION

C.203 PLAN & PROFILE - PROPOSED REHABILITATION

C.204 PLAN & PROFILE - PROPOSED REHABILITATION

R.001 DEFECT SUMMARY TABLE

R.002 DETAILS (1 OF 3)

R.003 DETAILS (2 OF 3)

R.004 DETAILS (3 OF 3)

SD.001 MANHOLE COVER DETAILS - MDOT

SD.002 DRAINAGE STRUCTURE DETAILS - MDOT

SD.003 CONCRETE PAVEMENT REPAIR DETAILS - MDOT

SD.004 SIDEWALK RAMP AND DETECTABLE WARNING DETAILS - MDOT

SD.005 SOIL EROSION AND SEDIMENTATION CONTROL DETAILS - MDOT

RD.001-RD.027 MISS DIG DESIGN TICKET DRAWINGS

HD.001-HD.006 HISTORICAL DRAWINGS

SD.006 MAINTAINING TRAFFIC TYPICAL DETAIL - MDOT

ISSUED FOR BID JAN 26 JRK

ISSUED FOR BID

A B

C D

E 1 2 3 4 5 6

PROJECT NAME:

REV DESCRIPTION

REVISIONS

BYDATE

PROJECT LOCATION:

CHECKED BY:

SHEET TITLE:

NTH PROJECT NO.:

DRAWN BY:

SHEET REFERENCE NUMBER:

SHEET OF

PLOT DATE:

DRAWING SCALE:

CAD FILE NAME:

INCEP DATE:

D21051244

14 Jan 2026

NTH Consultants, Ltd.

Infrastructure Engineering and Environmental Services www.nthconsultants.com ¨ 800.736.6842

Detroit, MI ¨ Northville, MI Lansing, MI ¨ Grand Rapids, MI

Utility Engineering Facilities Infrastructure

Construction Engineering Underground/Geotechnical

Environmental Redevelopment Environmental Resource Technology

GENERAL NOTES

MONKEY RUN

INTERCEPTOR

REHABILITATION

JACKSON, MICHIGAN

G.001 1 4

62-210512

CLM

DET

JRK

02 NOV 2023

NONE

GENERAL NOTES

1. GENERAL

A. ACCESS TO THE SEWER FOR GROUTING AND REPAIR WORK WILL BE

THROUGH THE EXISTING MANHOLES. COORDINATE WITH THE CITY OF

JACKSON.

B. THIS SECTION OF SEWER IS LOCATED WITHIN A PERMANENT EASEMENT

RUNNING THROUGH PRIVATE PROPERTY AMTRAK/NORFOLK SOUTHERN

RAILWAY RIGHT-OF-WAY, AND PUBLIC RIGHT-OF-WAY ALONG EDWARD

STREET, WOODWARD AVENUE, AND WEST TRAIL STREET. PROTECT

PROPERTY OUTSIDE OF WORK AREAS AT ALL TIMES.

C. PROTECT THE PUBLIC FROM WORK ACTIVITIES AT ALL TIMES. PROTECT

PROPERTY OUTSIDE OF WORK AREAS AT ALL TIMES.

D. MAINTAIN ACCESS TO ALL PROPERTIES AFFECTED BY THE

PERFORMANCE OF THE WORK.

E. OBTAIN ALL RIGHT-OF-WAY PERMITS FROM THE JURISDICTIONAL

AUTHORITY PRIOR TO BEGINNING WORK WITHIN ANY PUBLIC OR

RAILROAD RIGHT-OF-WAY.

F. NOTIFY THE LOCAL FIRE AND POLICE DEPARTMENTS AT LEAST 72

HOURS IN ADVANCE OF IMPLEMENTING PROPOSED TRAFFIC CONTROL

MEASURES. REFER TO TRAFFIC CONTROL DRAWINGS, SPECIFICATIONS,

AND PERMIT REQUIREMENTS FOR ADDITIONAL DETAILS.

G. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL

BE FIELD VERIFIED BY THE CONTRACTOR AND/OR WITH THE EQUIPMENT

AND MATERIALS MANUFACTURERS TO CONFORM TO THE DESIGN

REQUIREMENTS AND SUIT THE CONTRACTOR'S MEANS AND METHODS.

H. THE CONTRACTOR SHALL PRESERVE, PROTECT AND REPLACE AT HIS

OWN EXPENSE, ALL EXISTING MATERIALS / PROPERTIES NOT

SCHEDULED FOR REMOVAL AND REPLACEMENT, BUT THAT ARE

REMOVED FOR THE CONTRACTOR'S CONVENIENCE OR THAT ARE

DAMAGED BY CONTRACTOR'S INADVERTENT OPERATIONS.

I. QUALITY OF CONSTRUCTION REQUIRED, PERFORMANCE LEVELS OF

WORKMANSHIP, MANUFACTURING AND INDUSTRY STANDARDS,

STRENGTH AND PHYSICAL REQUIREMENTS OF MATERIALS,

CONFORMANCE TO CODES AND REGULATIONS, GUARANTEES AND

OTHER PROJECT REQUIREMENTS ARE PROVIDED IN THE

SPECIFICATIONS.

J. WATER DISCHARGE TO THE SANITARY AND/OR STORM SEWER SYSTEM

IS PROHIBITED EXCEPT WITH THE WRITTEN PERMISSION OF THE

AUTHORITY HAVING JURISDICTIONAL AUTHORITY. THE CONTRACTOR

SHALL OBTAIN NECESSARY PERMITS FROM AGENCIES HAVING

JURISDICTIONAL AUTHORITY PRIOR TO START OF DISCHARGE ACTIVITY.

K. CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING TRAFFIC

SIGNS DAMAGED BY HIS OPERATION DURING CONSTRUCTION, AT HIS

OWN COST. SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST

EDITION OF MMUTCD OR JURISDICTIONAL AUTHORITY STANDARDS.

L. FOR MANHOLES UTILIZED BY THE CONTRACTOR DURING

REHABILITATION, ENSURE MANHOLE COVERS ARE SECURELY SEATED

UPON COMPLETION OF WORK EVERYDAY AND PRIOR TO LEAVING THE

SITE.

2. UTILITIES

A. EXISTING UTILITIES ARE NOT SHOWN ON THE RFP DRAWINGS. SEE

REFERENCE DRAWINGS FROM MISS DIG DESIGN TICKET FOR RELATIVE

LOCATIONS OF NEARBY UTILITES.

B. CONTACT MISS DIG A MINIMUM OF 3 WORKING DAYS (EXCLUDING

SATURDAYS, SUNDAYS, AND HOLIDAYS) PRIOR TO PERFORMING ANY

EXCAVATIONS, SOIL INVESTIGATIONS, OR OTHER SUBSURFACE WORK.

C. FIELD LOCATE ALL UTILITIES. PROTECT THE UTILITIES REGARDLESS IF

THEY ARE SHOWN OR NOT SHOWN ON THE PLANS.

D. EXERCISE EXTREME CAUTION WHEN WORKING IN CLOSE PROXIMITY TO

GAS MAINS, PUBLIC LIGHTING, ELECTRICAL UTILITIES, AND ANY OTHER

UTILITIES LOCATED IN WORK AREAS.

E. DAMAGE TO EXISTING UTILITIES OCCURRING DURING CONSTRUCTION

SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF

UTILITY OWNER, AS DIRECTED BY THE ENGINEER, AT NO ADDITIONAL

COST TO THE OWNER.

F. VERIFY UTILITY CLEARANCE WITHIN WORK AREA. SUPPORT AND/OR

RELOCATE UTILITIES AS REQUIRED AFTER OBTAINING APPROVAL FROM

THE UTILITY OWNER AND MEETING THEIR REQUIREMENTS.

3. EXISTING INTERCEPTOR DATA

A. THE LOCATIONS OF INFILTRATIONS AND DISTRESSED AREAS WERE

MAPPED USING CCTV INSPECTION; AS SUCH, LOCATIONS SHOWN ARE

APPROXIMATE. ACTUAL LOCATIONS MAY VARY AND SHOULD BE

LOCATED IN THE FIELD BY THE CONTRACTOR. PACP INSPECTION

REPORTS AND TYPICAL DEFECT PHOTOGRAPHS WILL BE MADE

AVAILABLE BY THE ENGINEER UPON REQUEST.

B. PIPE TYPE AND INSTALLATION METHOD SHOWN ON CONTRACT

DRAWINGS ARE FROM HISTORICAL RECORDS AND HAVE NOT BEEN

FIELD VERIFIED BY ENGINEER.

4. VENTILATION

A. AS A MINIMUM, PROVIDE VENTILATION SYSTEM THAT IS CAPABLE OF

HANDLING AN AIR FLOW AS REQUIRED BY MIOSHA REQUIREMENTS FOR

VELOCITY, MANPOWER, AND OPERATING EQUIPMENT.

B. MAINTAIN THE AIRBORNE HYDROGEN SULFIDE GAS LEVELS AT

ADJACENT RESIDENCES AND BUSINESSES AT LESS THAN A ONE HOUR

TIME WEIGHTED AVERAGE OF 0.2 PARTS PER MILLION.

C. PROVIDE SOUND BAFFLES OR MUFFLERS AS REQUIRED TO MINIMIZE

THE DISRUPTION TO ADJACENT PROPERTY OWNERS. FOR VENTILATION

NOISE LIMITATIONS, REFER TO "NOISE" THIS SHEET.

D. REFER TO "VENTILATION" SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

5. ILLUMINATION

A. PROVIDE ILLUMINATION IN THE WORK AREAS IN ACCORDANCE WITH

THE MIOSHA REQUIREMENTS FOR UNDERGROUND CONSTRUCTION.

B. MAINTAIN A MINIMUM INTENSITY OF 10-FOOT CANDLES IN WORK AREAS

AND 5-FOOT CANDLES IN WALKWAYS.

C. IN ABOVE GROUND AREAS, PROVIDE A MINIMUM INTENSITY OF 5-FOOT

CANDLES IN TRAVEL AREAS.

D. PROVIDE SHIELDING AS REQUIRED TO MINIMIZE IMPACTS ON ADJACENT

PROPERTIES.

6. FIRST AID

A. PROVIDE A MINIMUM OF TWO FIRST AID AND CPR TRAINED INDIVIDUALS

PER SHIFT AND COMPLY WITH THE FIRST AID REQUIREMENTS OF THE

MIOSHA STANDARDS.

B. PROVIDE A SUITABLE FIRST AID WORK AREA WITH A MINIMUM LIGHT

INTENSITY OF 50-FOOT CANDLES.

7. AIR MONITORING

A. PROVIDE AIR MONITORING IN THE SEWER AND SHAFT ACCESS

LOCATIONS IN ACCORDANCE WITH MIOSHA REQUIREMENTS.

B. PROVIDE AND DOCUMENT AIR MONITORING AT THE PERIMETER OF THE

WORK AREA(S). RECORD RESULTS AT A MINIMUM FREQUENCY OF ONCE

PER DAY. PROVIDE COPIES OF THE AIR MONITORING RESULTS TO THE

ENGINEER EVERY DAY. REFER TO "VENTILATION" SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.

8. FLOW MANAGEMENT

A. MAINTAIN UNINTERRUPTED SANITARY SEWERAGE SERVICE TO THE

CITY OF JACKSON AND AFFECTED AREAS AT ALL TIMES.

B. LIMNOTECH "MONKEY RUN INTERCEPTOR FIELD DATA COLLECTION AND

MODELING" TECHNICAL MEMORANDUM INDICATES THAT THIS SECTION

OF THE SEWER HAS SLOPES RANGING FROM 0.24% TO 2.59% WITH AN

AVERAGE VALUE OF 0.87%.

C. THE LIMNOTECH MEMORANDUM ALSO INDICATES THAT THERE WERE

SIGNIFICANT IMPACTS TO THE FLOW DURING WET WEATHER EVENTS

DUE TO STORM INFLOW

D. THE CONCLUSION OF THE HYDRAULIC ANALYSIS STATES THAT THE

60"/66" PIPE COULD SAFELY CONVEY THE 25-YEAR, 24-HOUR DESIGN

STORM AT 60% DEPTH AT A REDUCED DIAMETER OF 22"/28",

RESPECTIVELY.

E. FOR ADDITIONAL INFORMATION INCLUDING AVERAGE WATER LEVEL

AND FLOW RATES WITHIN THE INTERCEPTOR, PLEASE REFER TO THE

LIMNOTECH "MONKEY RUN INTERCEPTOR FIELD DATA COLLECTION AND

MODELING" TECHNICAL MEMORANDUM.

9. TRAFFIC CONTROL

A. PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST

MICHIGAN MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND

FOLLOWING THE REQUIREMENTS OF TRAFFIC CONTROL PLANS

INCLUDED IN THIS DRAWING SET.

B. PROVIDE CONSTRUCTION TRAFFIC PLANS ACCEPTABLE TO THE

JURISDICTIONAL AUTHORITIES FOR ALL WORK AREAS.

C. OBTAIN ALL PERMITS FROM THE JURISDICTIONAL AUTHORITIES PRIOR

TO WORKING WITHIN OR ADJACENT TO THE RIGHT-OF-WAY.

10. NOISE

A. COMPLY WITH LOCAL NOISE ORDINANCES. CONTRACTOR IS

RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH VIOLATIONS OF THE

NOISE ORDINANCES.

B. PROVIDE NOISE BARRIERS TO REDUCE THE IMPACT OF OPERATIONS TO

ADJACENT PROPERTY OWNERS. AT THE PROPERTY LINE, NOISE LEVELS

MAY NOT EXCEED THE MORE RESTRICTIVE OF LOCAL ORDINANCES OR

45dba AT NIGHT AND 70dba DURING THE DAY.

11. SITE RESTORATION

A. RESTORE CONSTRUCTION AREAS AS INDICATED ON THE PLANS OR AS

DIRECTED BY THE ENGINEER.

B. RESTORE ALL SURFACES SUCH AS PAVEMENTS, CURBS, SIDEWALKS,

LAWNS, LANDSCAPED AREAS, AND ANY OTHER RELATED LANDSCAPE

ELEMENTS, WHICH ARE NOT INDICATED TO BE REMOVED BUT ARE

DISTURBED BY CONTRACTOR'S OPERATIONS TO THEIR ORIGINAL

CONDITION OR BETTER AND IN A MANNER PRESCRIBED BY

AUTHORITIES HAVING JURISDICTION. THIS INCLUDES ALL SURFACES

WHICH ARE OPENED UP FOR INSTALLATION OF UNDERGROUND

UTILITIES AND OTHER INDICATED WORK.

C. REFER TO CONTRACT DRAWINGS FOR MDOT, JACKSON COUNTY, AND

CITY OF JACKSON STANDARD DETAILS.

12. CONTAMINATED SOIL AND HAZARDOUS WASTE

A. DURING EXCAVATION OF SHAFTS, MANHOLE RESTORATION, OR ANY

OTHER EARTH WORK, CONTAMINATED SOILS OR HAZARDOUS WASTE

MATERIALS MAY BE ENCOUNTERED.

B. CONSIDER ALL FILL/EXCAVATED SOILS WITHIN FIFTEEN FEET OF THE

GROUND SURFACE TO BE CONTAMINATED NON-HAZARDOUS WASTE.

DISPOSE OF EXCESS FILL/EXCAVATED MATERIAL AT A LICENSED TYPE II

LANDFILL. REFER TO CONTRACT SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

13. SAFETY

A. CONTRACTOR SHALL HAVE THE COMPLETE AND SOLE RESPONSIBILITY

FOR THE JOB SITE INCLUDING THE SAFETY OF THE GENERAL PUBLIC,

CONSTRUCTION EMPLOYEES, PROPERTY, AND VEHICULAR TRAFFIC.

B. CONTRACTOR SHALL FURNISH ADEQUATE LIGHTS, SIGNS, AND

BARRICADES AS MAY BE NECESSARY FOR THE WORK, INCLUDING BUT

NOT LIMITED TO, AREAS OF OPEN EXCAVATIONS THROUGHOUT THE

PROJECT. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

14. PERMITS

A. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPLICABLE

PERMITS TO COMPLETE THE PROPOSED REHABILITATION. THESE

INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:

- AMTRAK/NORFOLK SOUTHERN RAILWAY ROW

- ROW PERMITS FOR STATE, COUNTY, AND/OR CITY ROADS

- EGLE PART 41 PERMIT

- EROSION & SEDIMENTATION CONTROL

DESIGN NOTES

1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS

AFFECTING THE WORK PRIOR TO DESIGN AND EXECUTION OF THE WORK.

ALL DIMENSIONS SHOWN IN THIS DRAWING SET REQUIRE FIELD

VERIFICTAION OF EXISTING CONDTIONS.

2. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28-DAY

COMPRESSIVE STRENGTH OF 4,000 psi, EXCEPT WHERE SPECIFICALLY

NOTED.

3. DESIGNS SHALL CONFORM TO THE FOLLOWING STANDARDS:

● PRECAST CONCRETE MANHOLES: ASTM C478

● ENVIRONMENTAL TYPE CONCRETE: ACI 350 CODE REQUIREMENTS

FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES.

ENVIRONMENTAL EXPOSURE SHALL BE CONSIDERED SEVERE.

● MNL-66(20): ACI DETAILING MANUAL - 2020

4. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO

ASTM A615, GRADE 60.

5. IF REQUIRED, SHORING AND BRACING OF CONCRETE STRUCTURES MUST,

AT A MINIMUM, MEET THE REQUIREMENTS OF ACI-347.

6. STRUCTURAL STEEL SHALL BE FABRICATED IN ACCORDANCE WITH THE

LATEST AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND

ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".

7. ALL WELDING SHALL BE IN ACCORDANCE WITH "AMERICAN WELDING

SOCIETY" D1.1 USING E70 ELECTRODES.

8. ALL DESIGNS SHALL BE PERFORMED AND STAMPED BY A PROFESSIONAL

ENGINEER LICENSED IN THE STATE OF MICHIGAN.

9. DESIGN ANNULUS GROUTING PLAN BASED ON BUOYANCY

CONSIDERATIONS.

SUMMARY OF WORK

1. LEAK SEALING OF 44 INFILTRATION LOCATIONS. SEE BREAKDOWN BELOW:

1A. 2 GUSHING INFILTRATIONS

1B. 17 RUNNING INFILTRATIONS

1C. 25 DRIPPING INFILTRATIONS

2. REPAIR 17 DEFECTIVE TAP CONNECTIONS.

3. PERFORM MASONRY REPOINTING OF 1,042 LFT OF LONGITUDINAL FRACTURES.

4. PERFORM 3 SQFT OF BRICK REPAIR.

5. REMOVE DEBRIS/DEPOSITS FROM THE SEWER.

6. 556 LFT OF ROOT REMOVAL AND HERBICIDE TREATMENT.

7. REFER TO THE PROPOSED REHABILITATION SHEETS AND SHEET R.001 FOR

THE LOCATIONS OF THE REPAIRS.

A. ALL WORK ON OR ADJACENT RAILROAD PROPERTY MUST COMPLY WITH

AMTRAK ENGINEERING PRACTICES EP3014 - MAINTENANCE AND PROTECTION

OF RAILROAD TRAFFIC DURING CONTRACTOR OPERATIONS.

B. DESIGN AND CONSTRUCTION MUST COMPLY WITH AMTRAK ENGINEERING

PRACTICES EP3005 - PIPELINE OCCUPANCY. PRIOR TO CONSTRUCTION

OPERATIONS, CONTRACTOR MUST SUBMIT, AT A MINIMUM, THE FOLLOWING

TO AMTRAK FOR REVIEW AND APPROVAL: CONSTRUCTION PROCEDURE

MEANS AND METHODS, SCHEDULE, DEWATERING SYSTEM (IF ANY), AND

CALCULATIONS, AS APPLICABLE. ALL CALCULATIONS MUST BE SIGNED AND

STAMPED/SEALED BY A LICENSED ENGINEERING REGISTERED IN THE STATE.

C. ALL UNDERGROUND UTILITIES, CABLE, AND FACILITIES MUST BE LOCATED AND

PROTECTED BEFORE ANY EXCAVATING, DRILLING, BORING/DIRECTIONAL

DRILLING, GROUND PENETRATING ACTIVITIES, OR CONSTRUCTION TAKES

PLACE. THIS INCLUDES RAILROAD AND COMMERCIAL UTILITIES, CABLES, DUCT

LINES, AND FACILITIES. THESE ACTIVITIES WILL NOT BE PERFORMED IN CLOSE

PROXIMITY TO THE RAILROAD DUCT LINES UNLESS MONITORED BY ON-SITE

AMTRAK COMMUNICATIONS AND SIGNAL (C&S) DEPARTMENT PERSONNEL.

HAND DIGGING MAY BE REQUIRED, AS DIRECTED BY AMTRAK THROUGH THE

ON-SITE AMTRAK C&S SUPPORT PERSONNEL. AMTRAK MAINTAINS THE RIGHT

TO ACCESS ALL EXISTING CABLES AND CONDUITS THROUGHOUT

CONSTRUCTION. AMTRAK ALSO RESERVES THE RIGHT TO UPGRADE AND

INSTALL NEW CABLES AND CONDUITS IN THE AFFECTED AREA. THE

"ONE-CALL" PROCESS MUST BE FOLLOWED. BE AWARE THAT AMTRAK IS NOT

PART OF THE ONE-CALL PROCESS; CONTACT AMTRAK ENGINEERING TO HAVE

ALL RAILROAD UNDERGROUND UTILITIES AND ASSETS LOCATED. IF

REQUESTED BY AMTRAK, EXISTING DEPTHS OF UTILITIES BEING CROSSED

MUST BE VERIFIED THROUGH TEST PITS PERFORMED BY THE CONTRACTOR

AS DIRECTED BY AND UNDER THE DIRECT SUPERVISION OF AMTRAK C&S

SUPPORT PERSONNEL. PRECAUTIONS MUST BE TAKEN TO PREVENT ANY

INTERRUPTION TO RAILROAD OPERATION.

D. ANY WORK (OR EQUIPMENT BEING STAGED ONSITE DURING CONSTRUCTION)

PERFORMED AT OR NEAR A RAILROAD CROSSING MUST NOT OBSTRUCT THE

VIEW OF FLASHING LIGHT UNITS OR GATES TO ONCOMING TRAFFIC.

E. PRIOR TO ENTERING AMTRAK'S PROPERTY FOR ANY WORK, THE

CONTRACTOR MUST EXECUTE AMTRAK'S STANDARD TEMPORARY PERMIT TO

ENTER UPON PROPERTY (PTE). THE FULLY EXECUTED PTE, WRITTEN NOTICE

TO PROCEED FROM AMTRAK THAT ALL REQUIREMENTS OF THE PTE HAVE

BEEN MET AND PROOF OF SAFETY TRAINING MUST, AT ALL TIMES, BE

FURNISHED BY THE CONTRACTOR AT THE PROJECT SITE.

F. ALL PERSONS THAT ARE ON OR ADJACENT TO THE RAILROAD PROPERTY

MUST SUCCESSFULLY COMPLETE THE CONTRACTOR ORIENTATION TRAINING.

ALL CONTRACTORS MUST CARRY THEIR "AMTRAK CONTRACTOR ROADWAY

WORKER PROTECTION" CARD WITH THEM AT ALL TIMES WHILE ON OR

ADJACENT TO RAILROAD PROPERTY.

G. ANY DEBRIS OR DAMAGE RESULTING FROM WORK SHALL BE IMMEDIATELY

REPORTED TO THE RAILROAD. RAILROAD SHALL BE REPAIRED BY RAILROAD

FORCES AT PROJECT EXPENSE.

H. EXCAVATED MATERIALS ORIGINATING FROM AMTRAK ROW ARE NOT

PERMITTED TO LEAVE AMTRAK ROW. ALL EXCAVATED MATERIAL SHALL BE

RETURNED TO ITS PLACE OF ORIGIN OR SPREAD EVENLY ACROSS THE

AMTRAK ROW AT A LOCATION(S) APPROVED BY AMTRAK.

15. AMTRAK REQUIREMENTS

MONKEY RUN SEWER PLAN

SCALE: 1" = 50'

-0

BRICK 60" - 345'

BRICK 60" - 530'

A B

C D

E 1 2 3 4 5 6

PROJECT NAME:

REV DESCRIPTION

REVISIONS

BYDATE

PROJECT LOCATION:

CHECKED BY:

SHEET TITLE:

NTH PROJECT NO.:

DRAWN BY:

SHEET REFERENCE NUMBER:

SHEET OF

PLOT DATE:

DRAWING SCALE:

CAD FILE NAME:

INCEP DATE:

D21051244

14 Jan 2026

NTH Consultants, Ltd.

Infrastructure Engineering and Environmental Services www.nthconsultants.com ¨ 800.736.6842

Detroit, MI ¨ Northville, MI Lansing, MI ¨ Grand Rapids, MI

Utility Engineering Facilities Infrastructure

Construction Engineering Underground/Geotechnical

Environmental Redevelopment Environmental Resource Technology

PLAN & PROFILE

EXISTING CONDITIONS

MONKEY RUN

INTERCEPTOR

REHABILITATION

JACKSON, MICHIGAN

C.101 2 4

62-210512

CLM

DET

JRK

02 NOV 2023

AS SHOWN

MONKEY RUN SEWER PROFILE

SCALE: 1" = 50' HORIZONTAL

1" = 10' VERTICAL

APPROXIMATE

GROUND

SURFACE AT

SEWER

CENTER LINE

1" = 50'

GRAPHIC SCALE

50 0 50

M A

T C

H L

S E

E S

H E

E T

N o.

BRICK 60"

- 172'

20-013

20-012

20-011

BRICK 60" - 345'

BRICK 60" - 530'

C A

R R

S T

N W

E S

T A

V E

E D

W A

R D

S T

WIN

THROP AVE

MATCH LINE SEE SHEET No. C.102

1" = 50'

GRAPHIC SCALE

50 0 50

O N

O C

O N

O C

R O

- L

O N

U D

R O

- L

O N

U D

R O

P (F

R Y)

O N

O C

R E

- L O

N G

O O

R R

- L

O N

U D

R O

- L

O N

U D

R O

- L

O N

U D

C R

OBSTRUCTION - OTHERS (ENTIRE REACH)

TAP BREAK-IN/HAMMER 4" (10:00)

TAP FACTORY MADE 4" (03:00)

TAP FACTORY MADE 8" (10:00) - ROOTS IN TAP

TAP FACTORY MADE 6" (11:00) - ROOTS IN TAP

TAP FACTORY MADE 4" (02:00)

TAP FACTORY MADE 4" (10:00)

TAP FACTORY MADE 6" (11:00)

TAP FACTORY ACTIVE 6" (03:00)

TAP FACTORY ACTIVE 6" (01:00)

TAP FACTORY MADE 6" (11:00 & 02:00)

TAP FACTORY MADE 6" (02:00)

TAP FACTORY ACTIVE 10" (03:00 & 09:00)

TAP FACTORY MADE 6" (11:00)

TAP BREAK-IN/HAMMER ACTIVE 12" (01:00 & 11:00)

TAP BREAK-IN/HAMMER ACTIVE 6" (10:00)

TAP BREAK-IN/HAMMER 4" (10:00)

TAP BREAK-IN/HAMMER ACTIVE 32" (02:00)

TAP FACTORY MADE 8" (02:00)

TAP FACTORY MADE 12", 8" (03:00 & 02:00)

TAP FACTORY MADE 6" (03:00)

TAP FACTORY MADE 6" (10:00)

TAP BREAK-IN/HAMMER ACTIVE 6" (02:00)

TAP FACTORY MADE 6" (10:00 & 02:00)

TAP FACTORY MADE 6" (02:00)

TAP FACTORY MADE 6" (10:00)

TAP FACTORY MADE 6" (02:00)

TAP BREAK-IN/HAMMER 6" (10:00)

TAP BREAK-IN/HAMMER ACTIVE 4" (10:00)

TAP FACTORY MADE 6" (10:00)

TAP FACTORY MADE 6" (02:00)

TAP FACTORY MADE INTRUDING 6" (11:00)

TAP FACTORY MADE 8" (02:00)

TAP FACTORY MADE 6" (02:00)

TAP FACTORY MADE 6" (12:00) - ROOTS IN TAP

321 N WEST AVE

317 N WEST AVE

316 CARR ST

327 CARR ST

326 EDWARD ST

328 EDWARD ST

334 EDWARD ST

332 EDWARD ST

32" DIAMETER TAP (APPROXIMATE LOCATION)

K-

R Y

E 4"

(0 3:

Y M

8" (1

O O

Y M

6" (1

O O

Y M

4" (0

R Y

E 4"

(1 0:

Y M

6" (1

R Y

E 6"

(1 1:

Y M

6" (1

Y M

6" (0

(0 3:

Y M

6" (1

K-

A C

(0 1:

Y M

6" (1

Y M

6" (1

Y M

6" (0

K-

A C

R Y

E 6"

(1 0:

Y M

6" (0

R Y

:0 0)

Y M

8" (0

Y M

6" (1

Y M

6" (1

K-

A C

R Y

E 6"

(1 0:

Y M

6" (0

K-

A C

K-

A C

K-

A C

(0 2:

Y M

8" (0

R Y

(0 3:

Y M

6" (0

Y M

6" (0

Y M

6" (1

O O

APPROXIMATE TAP LOCATION

LEGEND

PROBABLE SERVICE CONNECTION*

* NOTE THAT THE PROBABLE SERVICE

CONNECTIONS ARE BASED UPON

ADDRESSES PROVIDED BY THE CITY OF

JACKSON. TAP CONNECTIONS STATUS AND

LOCATION ARE TO BE FIELD-VERIFIED

DURING CONSTRUCTION.

CONTINUOUS DEFECT

MULTIPLE CONTINUOUS DEFECTS

R O

1. PLAN AND PROFILE SHEETS DO NOT INCLUDE

EXISTING UTILITY LOCATIONS. REFER TO

REFERENCE DRAWINGS FOR KNOWN EXISTING

UTILITY LOCATIONS. CONTRACTOR TO CONTACT

MISS DIG PRIOR TO EXCAVATION.

2. REFERENCED CLOCK POSITIONS ARE BASED ON

DOWNSTREAM DIRECTION OF FLOW.

NOTES

SCALE: 1" = 50'

-0

BRICK 60" - 345'

BRICK 60" - 400'

BRICK 60"

- 172'

MONKEY RUN SEWER PROFILE

SCALE: 1" = 50' HORIZONTAL

1" = 10' VERTICAL

APPROXIMATE

GROUND SURFACE AT

SEWER CENTER LINE

1" = 50'

GRAPHIC SCALE

50 0 50

M A

T C

H L

S E

E S

H E

E T

N o.

20-010

20-009 20-007 20-008

BRICK 60" - 345'

BRICK 60" - 400'

BRICK 60" - 478'

WOODWARD AVE

MATCH LINE

SEE SHEET No. C.101

1" = 50'

GRAPHIC SCALE

50 0 50

M A

T C

H L

S E

E S

H E

E T

N o.

BRICK 60" - 478'

MONKEY RUN SEWER PLAN

ATCH L

SEE S

HEET N

C.10

E D

D S

CSX RR

R O

- L

O N

U D

- L

O N

U D

D R

R U

N N

D R

U N

D R

R (5

- L

O N

U D

D R

R E

- L O

N G

R O

D R

R (3

R E

- L O

N G

- E

N C

R U

N N

- E N

C R

- E

N C

R U

- E

N C

R U

N N

- E N

C R

D R

R (4

R E

- L O

N G

G U

R U

N N

U N

- E

N C

R U

- E

N C

R U

- E

N C

R U

D R

R U

N N

- L

O N

U D

G U

R U

N N

R U

N N

A B

C D

E 1 2 3 4 5 6

PROJECT NAME:

REV DESCRIPTION

REVISIONS

BYDATE

PROJECT LOCATION:

CHECKED BY:

SHEET TITLE:

NTH PROJECT NO.:

DRAWN BY:

SHEET REFERENCE NUMBER:

SHEET OF

PLOT DATE:

DRAWING SCALE:

CAD FILE NAME:

INCEP DATE:

D21051244

14 Jan 2026

NTH Consultants, Ltd.

Infrastructure Engineering and Environmental Services www.nthconsultants.com ¨ 800.736.6842

Detroit, MI ¨ Northville, MI Lansing, MI ¨ Grand Rapids, MI

Utility Engineering Facilities Infrastructure

Construction Engineering Underground/Geotechnical

Environmental Redevelopment Environmental Resource Technology

PLAN & PROFILE

EXISTING CONDITIONS

MONKEY RUN

INTERCEPTOR

REHABILITATION

JACKSON, MICHIGAN

C.102 3 4

62-210512

CLM

DET

JRK

02 NOV 2023

AS SHOWN

TAP FACTORY MADE 6" (12:00) - ROOTS IN TAP

TAP FACTORY MADE 10" (11:00) TAP BREAK-IN/HAMMER 6" (02:00)

TAP FACTORY MADE 6" (01:00)

TAP FACTORY MADE 6" (10:00 & 02:00)

TAP BREAK-IN/HAMMER 6" (02:00)

TAP FACTORY MADE 6" (02:00 & 10:00)

TAP BREAK-IN/HAMMER 6" (12:00)

TAP BREAK-IN/HAMMER 6" (02:00)

TAP FACTORY MADE 6" (11:00)

TAP BREAK-IN/HAMMER 4" (03:00)

TAP FACTORY MADE 6" (10:00)

TAP FACTORY MADE 6" (02:00)

TAP FACTORY MADE 6" (10:00)

TAP FACTORY MADE ACTIVE 12" (11:00)

TAP FACTORY MADE ACTIVE 24" (01:00)

TAP FACTORY MADE 6" (12:00)

TAP BREAK-IN/HAMMER 6" (03:00)

TAP FACTORY MADE ACTIVE 32" (04:00)

TAP FACTORY MADE

DEFECTIVE 4" (03:00)

100% COVERED IN DEPOSITS,

ACTIVE INFILTRATION

336 EDWARD ST

341 EDWARD ST

345 EDWARD ST

W O

O D

D A

W O

O D

D A

W O

O D

D A

Y M

6" (1

O O

Y M

6" (0

Y M

6" (1

K-

Y M

6" (0

Y M

6" (0

K-

Y M

6" (1

K-

Y M

6" (1

K-

Y M

6" (0

R Y

E 6"

(1 0:

Y M

2" (1

Y M

4" (0

Y M

6" (1

K-

Y M

2" (0

Y M

:0 0)

C O

APPROXIMATE TAP LOCATION

LEGEND

PROBABLE SERVICE CONNECTION*

* NOTE THAT THE PROBABLE SERVICE

CONNECTIONS ARE BASED UPON

ADDRESSES PROVIDED BY THE CITY OF

JACKSON. TAP CONNECTIONS STATUS AND

LOCATION ARE TO BE FIELD-VERIFIED

DURING CONSTRUCTION.

CONTINUOUS DEFECT

MULTIPLE CONTINUOUS DEFECTS

1. PLAN AND PROFILE SHEETS DO NOT INCLUDE

EXISTING UTILITY LOCATIONS. REFER TO

REFERENCE DRAWINGS FOR KNOWN EXISTING

UTILITY LOCATIONS. CONTRACTOR TO CONTACT

MISS DIG PRIOR TO EXCAVATION.

2. REFERENCED CLOCK POSITIONS ARE BASED ON

DOWNSTREAM DIRECTION OF FLOW.

NOTES

APPROX. RAILROAD R.O.W.

SCALE: 1" = 50'

-0

BRICK 60" - 478'

BRICK 60" - 594'

MONKEY RUN SEWER PROFILE

SCALE: 1" = 50' HORIZONTAL

1" = 10' VERTICAL

APPROXIMATE

GROUND SURFACE AT

SEWER CENTER LINE

1" = 50'

GRAPHIC SCALE

50 0 50

M A

T C

H L

S E

E S

H E

E T

N o.

20-006

20-005

BRICK 60" - 594'

BRIC

K 60

S T

E W

A R

D A

H L

S H

E E

T N o.

1" = 50'

GRAPHIC SCALE

50 0 50

M A

T C

H L

S E

E S

H E

E T

N o.

MONKEY RUN SEWER PLAN

ATCH LINE

SEE SHEET No. C.104

CSX RR

BRICK 60" - 347'

W TRAIL ST

D R

R U

N N

R U

N N

K-

D R

- L

O N

U D

A B

C D

E 1 2 3 4 5 6

PROJECT NAME:

REV DESCRIPTION

REVISIONS

BYDATE

PROJECT LOCATION:

CHECKED BY:

SHEET TITLE:

NTH PROJECT NO.:

DRAWN BY:

SHEET REFERENCE NUMBER:

SHEET OF

PLOT DATE:

DRAWING SCALE:

CAD FILE NAME:

INCEP DATE:

D21051244

14 Jan 2026

NTH Consultants, Ltd.

Infrastructure Engineering and Environmental Services www.nthconsultants.com ¨ 800.736.6842

Detroit, MI ¨ Northville, MI Lansing, MI ¨ Grand Rapids, MI

Utility Engineering Facilities Infrastructure

Construction Engineering Underground/Geotechnical

Environmental Redevelopment Environmental Resource Technology

PLAN & PROFILE

EXISTING CONDITIONS

MONKEY RUN

INTERCEPTOR

REHABILITATION

JACKSON, MICHIGAN

C.103 4 4

62-210512

CLM

DET

JRK

02 NOV 2023

AS SHOWN

TAP FACTORY MADE 10" (04:00)

TAP FACTORY MADE ACTIVE 32" (04:00)

TAP BREAK-IN/HAMMER INTRUDING 8" (04:00)

TAP FACTORY MADE 4" (10:00)

TAP FACTORY MADE ACTIVE 4" (03:00)

POTENTIAL SHARED TAP CONNECTION

FROM 407, 408, 409, 410, & 411 DEMAY CT

TAP FACTORY MADE 4" (03:00)

DEMAY CT

TAP BREAK-IN/HAMMER ACTIVE 10" (10:00)

TAP FACTORY MADE ACTIVE 6" (10:00)

TAP FACTORY MADE 10" (10:00)

TAP FACTORY MADE 6" (10:00)

431 STEWARD AVE

Y M

2" (0

K-

U D

Y M

4" (1

Y M

:0 0)

O N

O M

, 4

C T

Y M

4" (0

K-

A C

(1 0:

Y M

:0 0)

Y M

R Y

:0 0)

Y M

6" (1

APPROXIMATE TAP LOCATION

LEGEND

PROBABLE SERVICE CONNECTION*

* NOTE THAT THE PROBABLE SERVICE

CONNECTIONS ARE BASED UPON

ADDRESSES PROVIDED BY THE CITY OF

JACKSON. TAP CONNECTIONS STATUS AND

LOCATION ARE TO BE FIELD-VERIFIED

DURING CONSTRUCTION.

CONTINUOUS DEFECT

MULTIPLE CONTINUOUS DEFECTS

1. PLAN AND PROFILE SHEETS DO NOT INCLUDE

EXISTING UTILITY LOCATIONS. REFER TO

REFERENCE DRAWINGS FOR KNOWN EXISTING

UTILITY LOCATIONS. CONTRACTOR TO CONTACT

MISS DIG PRIOR TO EXCAVATION.

2. REFERENCED CLOCK POSITIONS ARE BASED ON

DOWNSTREAM DIRECTION OF FLOW.

NOTES

APPROX. RAILROAD R.O.W.

MONKEY RUN SEWER PLAN

SCALE: 1" = 50'

-0

BRICK 66" - 397'

BRICK 66" - 220'

36" DIA. PIPE

CROSSING

36" DIA. PIPE

CROSSING

36" DIA.

DIVERSION

BULKHEAD

12" DIA. PVC

OVERFLOW -

INV. EL. 929.76

MONKEY RUN SEWER PROFILE

SCALE: 1" = 50' HORIZONTAL

1" = 10' VERTICAL

APPROXIMATE

GROUND

SURFACE AT

SEWER

CENTER LINE

1" = 50'

GRAPHIC SCALE

50 0 50

21-080

21-081

21-082

21-083

21-087

BRIC

K 60

BRICK 60" - 222'

BRICK 66" - 397'

BRICK 66" - 220'

N B

L A

C K

S T

O N

E S

H A

M S

1" = 50'

GRAPHIC SCALE

50 0 50

M A

T C

H L

S E

E S

H E

E T

N o.

ATCH LINE

SEE SHEET No. C.103

BRICK 60" - 347'

W TRAIL ST

D R

(B R

U D

- L

O N

U D

(B R

U D

- L

O N

U D

(B R

U D

- L

O N

U D

- L

O N

U D

(B R

U D

A B

C D

E 1 2 3 4 5 6

PROJECT NAME:

REV DESCRIPTION

REVISIONS

BYDATE

PROJECT LOCATION:

CHECKED BY:

SHEET TITLE:

NTH PROJECT NO.:

DRAWN BY:

SHEET REFERENCE NUMBER:

SHEET OF

PLOT DATE:

DRAWING SCALE:

CAD FILE NAME:

INCEP DATE:

D21051244

14 Jan 2026

NTH Consultants, Ltd.

Infrastructure Engineering and Environmental Services www.nthconsultants.com ¨ 800.736.6842

Detroit, MI ¨ Northville, MI Lansing, MI ¨ Grand Rapids, MI

Utility Engineering Facilities Infrastructure

Construction Engineering Underground/Geotechnical

Environmental Redevelopment Environmental Resource Technology

PLAN & PROFILE

EXISTING CONDITIONS

MONKEY RUN

INTERCEPTOR

REHABILITATION

JACKSON, MICHIGAN

C.104 5 4

62-210512

CLM

DET

JRK

02 NOV 2023

AS SHOWN

TAP FACTORY MADE 4" (03:00)

TAP FACTORY MADE DEFECTIVE 6" (10:00)

FULL OF DEPOSITS

TAP FACTORY MADE DEFECTIVE 4" (10:00)

FULL OF DEPOSITS

TAP BREAK-IN/HAMMER 10" (04:00)

IN MANHOLE

TAP FACTORY MADE 24" (09:00)

TAP BREAK-IN/HAMMER INTRUDING 4" (10:00)

TAP FACTORY MADE 4" (09:00)

TAP FACTORY MADE 4" (03:00)

TAP FACTORY MADE ACTIVE 4" (11:00)

TAP BREAK-IN/HAMMER 4" (11:00)

TAP BREAK-IN/HAMMER ACTIVE 4" (03:00)

TAP BREAK-IN/HAMMER ACTIVE 4" (10:00)

TAP BREAK-IN/HAMMER ACTIVE 3" (11:00)

TAP BREAK-IN/HAMMER ACTIVE 6" (03:00)

INTRUDING 12 INCHES TAP BREAK-IN/HAMMER 4" (11:00)

TAP FACTORY MADE 4" (10:00)

TAP FACTORY MADE 4" (11:00)

TAP BREAK-IN/HAMMER 4" (10:00)

TAP FACTORY MADE 4" (02:00)

TAP FACTORY MADE 10" (03:00 & 09:00)

BUILT-IN STRUCTURE OBSTRUCTION

60% OF AREA (09:00 TO 03:00)

TAP FACTORY MADE 4" (09:00)

TAP BREAK-IN/HAMMER 4" (12:00)

BUILT-IN STRUCTURE OBSTRUCTION

60% OF AREA (09:00 TO 03:00)

TAP FACTORY MADE 12" (03:00)

TAP FACTORY MADE 4" (10:00)

TAP BREAK-IN/HAMMER 4" (12:00)

TAP FACTORY MADE 4" (03:00)

TAP FACTORY MADE 6" (10:00)

TAP FACTORY MADE 12" (04:00)

TAP BREAK-IN/HAMMER 6" (02:00)

TAP BREAK-IN/HAMMER 6" (12:00)

TAP FACTORY MADE 4" (12:00)

TAP FACTORY MADE ?" (??:00)

TAP FACTORY MADE 4", 8" (10:00 & 10:00)

TAP BREAK-IN/HAMMER 4" (10:00)

TAP FACTORY MADE 4" (02:00)

TAP BREAK-IN/HAMMER INTRUDING 4" (11:00)

TAP FACTORY MADE 4" (11:00)

TAP BREAK-IN/HAMMER 4" (11:00)

TAP FACTORY MADE 4" (02:00)

TAP BREAK-IN/HAMMER 3" (01:00)

TAP FACTORY MADE 10" (10:00)

TAP FACTORY MADE ACTIVE 10" (02:00) - HIGH FLOW

TAP FACTORY MADE ACTIVE 16" (10:00) - HIGH FLOW

TAP FACTORY MADE 16" (02:00)

TAP FACTORY MADE ACTIVE 16" (10:00)

317 W TRAIL ST

315 W TRAIL ST

311 W TRAIL ST

310 W TRAIL ST31

W T

320 240 W TRAIL ST

228 W TRAIL ST

4" DIAMETER TAP INTRUDING 10"

24" DIAMETER TAP

6" DIAMETER TAP INTRUDING 12"

BUILT-IN STRUCTURE OBSTRUCTION - 60% OF AREA

Y M

4" (0

Y M

:0 0)

O F

Y M

:0 0)

O F

K-

(0 4:

Y M

K-

:0 0)

Y M

4" (0

Y M

4" (0

Y M

:0 0)

K-

A C

K-

A C

K-

A C

K-

:0 0)

U D

K-

Y M

4" (1

R Y

E 4"

(1 1:

K-

R Y

E 4"

(0 2:

Y M

T-

R E

O N

O F

(0 9:

R Y

(1 0:

H F

Y M

0" (0

Y M

R Y

(1 0:

Y M

4" (1

Y M

4" (1

K-

Y M

4" (0

K-

:0 0)

Y M

4" (1

R Y

K-

Y M

4" (0

K-

Y M

4" (0

K-

:0 0)

T-

U C

E O

U C

T O

Y M

4" (1

K-

Y M

4" (0

Y M

4" (0

R Y

E 6"

(1 0:

Y M

6" (1

R Y

:0 0)

BRICK 60" - 222'

APPROXIMATE TAP LOCATION

LEGEND

PROBABLE SERVICE CONNECTION*

* NOTE THAT THE PROBABLE SERVICE

CONNECTIONS ARE BASED UPON

ADDRESSES PROVIDED BY THE CITY OF

JACKSON. TAP CONNECTIONS STATUS AND

LOCATION ARE TO BE FIELD-VERIFIED

DURING CONSTRUCTION.

CONTINUOUS DEFECT

MULTIPLE CONTINUOUS DEFECTS

1. PLAN AND PROFILE SHEETS DO NOT INCLUDE

EXISTING UTILITY LOCATIONS. REFER TO

REFERENCE DRAWINGS FOR KNOWN EXISTING

UTILITY LOCATIONS. CONTRACTOR TO CONTACT

MISS DIG PRIOR TO EXCAVATION.

2. REFERENCED CLOCK POSITIONS ARE BASED ON

6",8"

10"

O N

R O

C K

R O

R R

O 'C

R E

U D

C K

1 2

Y D

6" D

O 'C

R Y

C K

5 6

R O

R R

C K

Y D

" D

C K

13 14

N G

O 'C

N G

O 'C

R O

R R

C K

R O

R R

O 'C

K 23 M

N G

B R

C K

Y D

6" D

O 'C

N G

O 'C

R U

" D

. T

C K

R O

6" D

. T

C K

R O

. T

O 'C

ISSUED FOR BID JAN 26 JRK

ISSUED FOR BID

MONKEY RUN SEWER PLAN

SCALE: 1" = 50'

-0

A B

C D

E 1 2 3 4 5 6

PROJECT NAME:

REV DESCRIPTION

REVISIONS

BYDATE

PROJECT LOCATION:

CHECKED BY:

SHEET TITLE:

NTH PROJECT NO.:

DRAWN BY:

SHEET REFERENCE NUMBER:

SHEET OF

PLOT DATE:

DRAWING SCALE:

CAD FILE NAME:

INCEP DATE:

D21051245

14 Jan 2026

NTH Consultants, Ltd.

Infrastructure Engineering and Environmental Services www.nthconsultants.com ¨ 800.736.6842

Detroit, MI ¨ Northville, MI Lansing, MI ¨ Grand Rapids, MI

Utility Engineering Facilities Infrastructure

Construction Engineering Underground/Geotechnical

Environmental Redevelopment Environmental Resource Technology

PLAN & PROFILE

PROPOSED

REHABILITATION

MONKEY RUN

INTERCEPTOR

REHABILITATION

JACKSON, MICHIGAN

C.201 6 4

62-210512

CLM

DET

JRK

02 NOV 2023

AS SHOWN

MONKEY RUN SEWER PROFILE

SCALE: 1" = 50' HORIZONTAL

1" = 10' VERTICAL

APPROXIMATE

GROUND

SURFACE AT

SEWER

CENTER LINE

1" = 50'

GRAPHIC SCALE

50 0 50

M A

T C

H L

S E

E S

H E

E T

N o.

20-013

20-012

20-011

BRICK 60" - 345'

BRICK 60" - 530'

C A

R R

S T

N W

E S

T A

V E

E D

W A

R D

S T

WIN

THROP AVE

MATCH LINE SEE SHEET No. C.202

1" = 50'

GRAPHIC SCALE

50 0 50

321 N WEST AVE

317 N WEST AVE

316 CARR ST

327 CARR ST

326 EDWARD ST

328 EDWARD ST

334 EDWARD ST

332 EDWARD ST

32" DIAMETER TAP (APPROXIMATE LOCATION)

K-

R Y

E 4"

(0 3:

Y M

8" (1

O O

Y M

6" (1

O O

Y M

4" (0

R Y

E 4"

(1 0:

Y M

6" (1

R Y

E 6"

(1 1:

Y M

6" (1

Y M

6" (0

(0 3:

Y M

6" (1

K-

A C

(0 1:

Y M

6" (1

Y M

6" (1

Y M

6" (0

K-

A C

R Y

E 6"

(1 0:

Y M

6" (0

R Y

:0 0)

Y M

8" (0

Y M

6" (1

Y M

K-

A C

R Y

E 6"

(1 0:

Y M

6" (0

K-

A C

K-

A C

K-

A C

(0 2:

Y M

8" (0

R Y

(0 3:

Y M

6" (0

Y M

6" (0

Y M

6" (1

O O

LEGEND

MISSING BRICK

ROOTS

DEFECTIVE TAP

INFILTRATION

FRACTURE

TAP (DIAMETER)

(FOR ADDITIONAL INFORMATION

REFER TO PROFILE)

REPAIR LOCATION

REFERENCE NUMBER

(SEE DEFECT SUMMARY TABLE

ON SHEET No. R.001)

DEBRIS/DEPOSITS

CONTINUOUS DEFECT

MULTIPLE CONTINUOUS DEFECTS

1 2

5,6

27 28

BRICK 60" - 345'

BRICK 60" - 530' BRICK 60" - 172'

1. PLAN AND PROFILE SHEETS DO NOT INCLUDE

EXISTING UTILITY LOCATIONS. REFER TO

REFERENCE DRAWINGS FOR KNOWN EXISTING

UTILITY LOCATIONS. CONTRACTOR TO CONTACT

MISS DIG PRIOR TO EXCAVATION.

2. REFERENCED CLOCK POSITIONS ARE BASED ON

DOWNSTREAM DIRECTION OF FLOW.

NOTES

NOTE

MH 20-013 IS WITHIN THE

MDOT RIGHT-OF-WAY AND

ACCESS TO THE MANHOLE

WILL REQUIRE A LANE

SHIFT PER DETAILS ON

SHEET No. SD.006.

R O

6" D

. T

C K

R O

. T

O 'C

35 36

N D

C K

N R

U N

C K

R O

6" D

. T

C K

N D

C K

N R

U N

C K

N D

C K

44-48

N G

O 'C

N D

C K

N G

O 'C

R O

R R

O 'C

D R

O 'C

53 IN

N D

C K

41-42 37-38 54&56

E N

C R

N 2-

C K

E N

C R

N 7-

C K

N R

U N

C K

E N

C R

N 7-

C K

E N

C R

N 3-

C K

E N

C R

N 3-

C K

N R

U N

C K

E N

C R

O 'C

N D

C K

N D

C K

67 IN

N D

C K

68 IN

N D

C K

69 IN

N D

C K

N D

C K

N G

O 'C

N R

U N

C K

75&76

N R

U N

C K

E N

C R

N 2-

C K

E N

C R

N 7-

C K

N D

C K

86FR

N G

O 'C

N R

U N

C K

N R

U N

C K

85IN

N R

U N

C K

88-93

SCALE: 1" = 50'

-0

BRICK 60" - 345'

MONKEY RUN SEWER PROFILE

SCALE: 1" = 50' HORIZONTAL

1" = 10' VERTICAL

APPROXIMATE

GROUND SURFACE AT

SEWER CENTER LINE

1" = 50'

GRAPHIC SCALE

50 0 50

M A

T C

H L

S E

E S

H E

E T

N o.

20-010

20-009

20-007

20-008

BRICK 60" - 345'

BRICK 60" - 400'

BRICK 60" - 478'

WOODWARD AVE

MATCH LINE

SEE SHEET No. C.201

1" = 50'

GRAPHIC SCALE

50 0 50

M A

T C

H L

S E

E S

H E

E T

N o.

MONKEY RUN SEWER PLAN

ATCH L

SEE S

HEET N

C.20

E D

D S

CSX RR

A B

C D

E 1 2 3 4 5 6

PROJECT NAME:

REV DESCRIPTION

REVISIONS

BYDATE

PROJECT LOCATION:

CHECKED BY:

SHEET TITLE:

NTH PROJECT NO.:

DRAWN BY:

SHEET REFERENCE NUMBER:

SHEET OF

PLOT DATE:

DRAWING SCALE:

CAD FILE NAME:

INCEP DATE:

D21051245

14 Jan 2026

NTH Consultants, Ltd.

Infrastructure Engineering and Environmental Services www.nthconsultants.com ¨ 800.736.6842

Detroit, MI ¨ Northville, MI Lansing, MI ¨ Grand Rapids, MI

Utility Engineering Facilities Infrastructure

Construction Engineering Underground/Geotechnical

Environmental Redevelopment Environmental Resource Technology

PLAN & PROFILE

PROPOSED

REHABILITATION

MONKEY RUN

INTERCEPTOR

REHABILITATION

JACKSON, MICHIGAN

C.202 8 19

62-210512

CLM

DET

JRK

02 NOV 2023

AS SHOWN

336 EDWARD ST

341 EDWARD ST

345 EDWARD ST

W O

O D

D A

W O

O D

D A

W O

O D

D A

Y M

6" (1

O O

Y M

6" (0

Y M

6" (1

K-

Y M

6" (0

Y M

6" (0

K-

Y M

6" (1

K-

Y M

6" (1

K-

Y M

6" (0

R Y

E 6"

(1 0:

Y M

2" (1

Y M

4" (0

Y M

6" (1

K-

Y M

2" (0

Y M

:0 0)

C O

LEGEND

MISSING BRICK

ROOTS

DEFECTIVE TAP

INFILTRATION

FRACTURE

TAP (DIAMETER)

(FOR ADDITIONAL INFORMATION

REFER TO PROFILE)

REPAIR LOCATION

REFERENCE NUMBER

(SEE DEFECT SUMMARY TABLE

ON SHEET No. R.001)

DEBRIS/DEPOSITS

CONTINUOUS DEFECT

MULTIPLE CONTINUOUS DEFECTS

BRICK 60" - 172'

BRICK 60" - 400'

BRICK 60" - 478'

5'x5' EXCAVATION LIMITS FOR CONE

REPLACEMENT WITHIN RAILROAD

RIGHT-OF-WAY. REFER TO SHEET R.002

FOR CONE REPLACEMENT DETAILS.

1. PLAN AND PROFILE SHEETS DO NOT INCLUDE

EXISTING UTILITY LOCATIONS. REFER TO

REFERENCE DRAWINGS FOR KNOWN EXISTING

UTILITY LOCATIONS. CONTRACTOR TO CONTACT

MISS DIG PRIOR TO EXCAVATION.

2. REFERENCED CLOCK POSITIONS ARE BASED ON

DOWNSTREAM DIRECTION OF FLOW.

NOTES

NOTE

CONTRACTOR TO TAKE EXTRA PRECAUTION

WHEN WORKING UNDERNEATH THE

JACKSON HIGH SCHOOL ATHLETIC

FACILITIES. GROUTING PRESSUES SHALL BE

MONITORED AT ALL TIMES TO AVOID

DAMAGE TO THE FACILITIES. CONTRACTOR

TO PROVIDE PRE- AND POST-CONSTRUCTION

TOPOGRAPHICAL SURVEY OF THIS AREA.

APPROX. RAILROAD R.O.W.

U D

4" D

C K

N R

U N

C K

N R

U N

C K

Y D

" D

O 'C

4" 6" 4"

ISSUED FOR BID JAN 26 JRK

ISSUED FOR BID

SCALE: 1" = 50'

-0

BRICK 60" - 478'

BRICK 60" - 594'

MONKEY RUN SEWER PROFILE

SCALE: 1" = 50' HORIZONTAL

1" = 10' VERTICAL

APPROXIMATE

GROUND SURFACE AT

SEWER CENTER LINE

1" = 50'

GRAPHIC SCALE

50 0 50

M A

T C

H L

S E

E S

H E

E T

N o.

20-006

20-005

BRICK 60" - 594'

BRIC

K 60

S T

E W

A R

D A

H L

S H

E E

T N o.

1" = 50'

GRAPHIC SCALE

50 0 50

M A

T C

H L

S E

E S

H E

E T

N o.

MONKEY RUN SEWER PLAN

ATCH LINE

SEE SHEET No. C.204

CSX RR

BRICK 60" - 347'

W TRAIL ST

A B

C D

E 1 2 3 4 5 6

PROJECT NAME:

REV DESCRIPTION

REVISIONS

BYDATE

PROJECT LOCATION:

CHECKED BY:

SHEET TITLE:

NTH PROJECT NO.:

DRAWN BY:

SHEET REFERENCE NUMBER:

SHEET OF

PLOT DATE:

DRAWING SCALE:

CAD FILE NAME:

INCEP DATE:

D21051245

14 Jan 2026

NTH Consultants, Ltd.

Infrastructure Engineering and Environmental Services www.nthconsultants.com ¨ 800.736.6842

Detroit, MI ¨ Northville, MI Lansing, MI ¨ Grand Rapids, MI

Utility Engineering Facilities Infrastructure

Construction Engineering Underground/Geotechnical

Environmental Redevelopment Environmental Resource Technology

PLAN & PROFILE

PROPOSED

REHABILITATION

MONKEY RUN

INTERCEPTOR

REHABILITATION

JACKSON, MICHIGAN

C.203 8 4

62-210512

CLM

DET

JRK

02 NOV 2023

AS SHOWN

DEMAY CT

431 STEWARD AVE

Y M

2" (0

K-

U D

Y M

4" (1

Y M

:0 0)

O N

O M

, 4

C T

Y M

4" (0

K-

A C

(1 0:

Y M

:0 0)

Y M

R Y

:0 0)

Y M

6" (1

95 96

LEGEND

MISSING BRICK

ROOTS

DEFECTIVE TAP

INFILTRATION

FRACTURE

TAP (DIAMETER)

(FOR ADDITIONAL INFORMATION

REFER TO PROFILE)

REPAIR LOCATION

REFERENCE NUMBER

(SEE DEFECT SUMMARY TABLE

ON SHEET No. R.001)

DEBRIS/DEPOSITS

CONTINUOUS DEFECT

MULTIPLE CONTINUOUS DEFECTS

5'x5' EXCAVATION LIMITS FOR CONE REPLACEMENT

WITHIN RAILROAD RIGHT-OF-WAY. REFER TO

SHEET R.002 FOR CONE REPLACEMENT DETAILS.

1. PLAN AND PROFILE SHEETS DO NOT INCLUDE

EXISTING UTILITY LOCATIONS. REFER TO

REFERENCE DRAWINGS FOR KNOWN EXISTING

UTILITY LOCATIONS. CONTRACTOR TO CONTACT

MISS DIG PRIOR TO EXCAVATION.

2. REFERENCED CLOCK POSITIONS ARE BASED ON

DOWNSTREAM DIRECTION OF FLOW.

NOTES

5'x5' EXCAVATION LIMITS FOR CONE REPLACEMENT

WITHIN RAILROAD RIGHT-OF-WAY. REFER TO

SHEET R.002 FOR CONE REPLACEMENT DETAILS.

6" 4"

4" 4"

6" 4"

Y D

6" D

O 'C

Y D

4" D

O 'C

C K

N D

C K

U D

4" D

O 'C

U D

4" D

C K

U D

6" D

C K

N G

O 'C

N G

O 'C

U D

4" D

O 'C

ISSUED FOR BID JAN 26 JRK

ISSUED FOR BID

MONKEY RUN SEWER PLAN

SCALE: 1" = 50'

-0

BRICK 60" - 222'

BRICK 66" - 397'

36" DIA. PIPE

CROSSING

36" DIA. PIPE

CROSSING

36" DIA.

DIVERSION

BULKHEAD

12" DIA. PVC OVERFLOW

INV. EL. 929.76

MONKEY RUN SEWER PROFILE

SCALE: 1" = 50' HORIZONTAL

1" = 10' VERTICAL

APPROXIMATE

GROUND

SURFACE AT

SEWER

CENTER LINE

1" = 50'

GRAPHIC SCALE

50 0 50

21-080 21-081

21-082

21-083

21-087

BRIC

K 60

BRICK 60" - 222'

BRICK 66" - 397'

BRICK 66" - 220'

N B

L A

C K

S T

O N

E S

H A

M S

1" = 50'

GRAPHIC SCALE

50 0 50

M A

T C

H L

S E

E S

H E

E T

N o.

ATCH LINE

SEE SHEET No. C.203

BRICK 60" - 347'

W TRAIL ST

A B

C D

E 1 2 3 4 5 6

PROJECT NAME:

REV DESCRIPTION

REVISIONS

BYDATE

PROJECT LOCATION:

CHECKED BY:

SHEET TITLE:

NTH PROJECT NO.:

DRAWN BY:

SHEET REFERENCE NUMBER:

SHEET OF

PLOT DATE:

DRAWING SCALE:

CAD FILE NAME:

INCEP DATE:

D21051245

14 Jan 2026

NTH Consultants, Ltd.

Infrastructure Engineering and Environmental Services www.nthconsultants.com ¨ 800.736.6842

Detroit, MI ¨ Northville, MI Lansing, MI ¨ Grand Rapids, MI

Utility Engineering Facilities Infrastructure

Construction Engineering Underground/Geotechnical

Environmental Redevelopment Environmental Resource Technology

PLAN & PROFILE

PROPOSED

REHABILITATION

MONKEY RUN

INTERCEPTOR

REHABILITATION

JACKSON, MICHIGAN

C.204 9 4

62-210512

CLM

DET

JRK

02 NOV 2023

AS SHOWN

317 W TRAIL ST

315 W TRAIL ST

311 W TRAIL ST

310 W TRAIL ST31

W T

320 240 W TRAIL ST

228 W TRAIL ST

4" DIAMETER TAP INTRUDING 10"

24" DIAMETER TAP

6" DIAMETER TAP INTRUDING 12"

BUILT-IN STRUCTURE OBSTRUCTION - 60% OF AREA

Y M

4" (0

Y M

:0 0)

O F

Y M

:0 0)

O F

K-

(0 4:

Y M

K-

:0 0)

Y M

4" (0

Y M

4" (0

Y M

:0 0)

K-

A C

K-

A C

K-

A C

K-

:0 0)

U D

K-

Y M

4" (1

R Y

E 4"

(1 1:

K-

R Y

E 4"

(0 2:

Y M

T-

R E

O N

O F

(0 9:

R Y

(1 0:

H F

Y M

0" (0

Y M

R Y

(1 0:

Y M

4" (1

Y M

4" (1

K-

Y M

4" (0

K-

:0 0)

Y M

4" (1

R Y

K-

Y M

4" (0

K-

Y M

4" (0

K-

:0 0)

T-

U C

E O

U C

T O

Y M

4" (1

K-

Y M

4" (0

Y M

4" (0

R Y

E 6"

(1 0:

Y M

6" (1

R Y

:0 0)

107 108 109 110

LEGEND

MISSING BRICK

ROOTS

DEFECTIVE TAP

INFILTRATION

FRACTURE

TAP (DIAMETER)

(FOR ADDITIONAL INFORMATION

REFER TO PROFILE)

REPAIR LOCATION

REFERENCE NUMBER

(SEE DEFECT SUMMARY TABLE

ON SHEET No. R.001)

DEBRIS/DEPOSITS

CONTINUOUS DEFECT

MULTIPLE CONTINUOUS DEFECTS

BRICK 66" - 220'

1. PLAN AND PROFILE SHEETS DO NOT INCLUDE

EXISTING UTILITY LOCATIONS. REFER TO

REFERENCE DRAWINGS FOR KNOWN EXISTING

UTILITY LOCATIONS. CONTRACTOR TO CONTACT

MISS DIG PRIOR TO EXCAVATION.

2. REFERENCED CLOCK POSITIONS ARE BASED ON

A B

C D

E 1 2 3 4 5 6

PROJECT NAME:

REV DESCRIPTION

REVISIONS

BYDATE

PROJECT LOCATION:

CHECKED BY:

SHEET TITLE:

NTH PROJECT NO.:

DRAWN BY:

SHEET REFERENCE NUMBER:

SHEET OF

PLOT DATE:

DRAWING SCALE:

CAD FILE NAME:

INCEP DATE:

D21051246

14 Jan 2026

NTH Consultants, Ltd.

Infrastructure Engineering and Environmental Services www.nthconsultants.com ¨ 800.736.6842

Detroit, MI ¨ Northville, MI Lansing, MI ¨ Grand Rapids, MI

Utility Engineering Facilities Infrastructure

Construction Engineering Underground/Geotechnical

Environmental Redevelopment Environmental Resource Technology

DEFECT SUMMARY

TABLE

MONKEY RUN

INTERCEPTOR

REHABILITATION

JACKSON, MICHIGAN

R.001 1 4

62-210512

CLM

DET

JRK

06 AUG 2025

NONE

A B

C D

E 1 2 3 4 5 6

PROJECT NAME:

REV DESCRIPTION

REVISIONS

BYDATE

PROJECT LOCATION:

CHECKED BY:

SHEET TITLE:

NTH PROJECT NO.:

DRAWN BY:

SHEET REFERENCE NUMBER:

SHEET OF

PLOT DATE:

DRAWING SCALE:

CAD FILE NAME:

INCEP DATE:

D21051247

14 Jan 2026

NTH Consultants, Ltd.

Infrastructure Engineering and Environmental Services www.nthconsultants.com ¨ 800.736.6842

Detroit, MI ¨ Northville, MI Lansing, MI ¨ Grand Rapids, MI

Utility Engineering Facilities Infrastructure

Construction Engineering Underground/Geotechnical

Environmental Redevelopment Environmental Resource Technology

DETAILS

(1 OF 3)

MONKEY RUN

INTERCEPTOR

REHABILITATION

JACKSON, MICHIGAN

R.002 2 4

62-210512

CLM

DET

JRK

02 NOV 2023

AS SHOWN

SCALE: NONE

MANHOLE TEMPORARY IMPROVED ACCESS

& CONE REPLACEMENT DETAILS (TYPICAL)

IF CONTRACTOR REQUIRES MODIFICATION OF THE EXISTING MANHOLE FOR

ADDITIONAL ACCESS TO PERFORM REHABILITATION TASKS, THEY SHALL

REPLACE THE CONE SECTION WITH A FLAT TOP AS SHOWN. CONTRACTOR

TO SUBMIT QUANTITY AND LOCATIONS OF MANHOLES TO BE MODIFIED.

NOTE

SEAL SURFACE OF

LEAKING CRACK 6"

45°

2" DIA. MECHANICAL

INJECTION PORT

LEAKING CRACK/JOINT

1' -4

2" DIA. MECHANICAL

INJECTION PORT (TYP.)

5'-0" 10'-0"

PRIMARY

GROUT

HOLES

TYP.

SECONDARY

GROUT HOLES

(AS DIRECTED BY

ENGINEER)

TYP.

ENDING REFERENCE STATION

15'-0"10'-0"

BEGINNING REFERENCE STATION

10'-0"

SPACING

TYPICAL

10'-0"

SPACING

TYPICAL

DIA. V

ARIES

A B

C D

E 1 2 3 4 5 6

PROJECT NAME:

REV DESCRIPTION

REVISIONS

BYDATE

PROJECT LOCATION:

CHECKED BY:

SHEET TITLE:

NTH PROJECT NO.:

DRAWN BY:

SHEET REFERENCE NUMBER:

SHEET OF

PLOT DATE:

DRAWING SCALE:

CAD FILE NAME:

INCEP DATE:

D21051247

14 Jan 2026

NTH Consultants, Ltd.

Infrastructure Engineering and Environmental Services www.nthconsultants.com ¨ 800.736.6842

Detroit, MI ¨ Northville, MI Lansing, MI ¨ Grand Rapids, MI

Utility Engineering Facilities Infrastructure

Construction Engineering Underground/Geotechnical

Environmental Redevelopment Environmental Resource Technology

DETAILS

(2 OF 3)

MONKEY RUN

INTERCEPTOR

REHABILITATION

JACKSON, MICHIGAN

R.003 3 4

62-210512

CLM

DET

JRK

02 NOV 2023

AS SHOWN

A R.003

R.003 SCALE: NONE

SECTION

CHEMICAL GROUT SEAL

SCALE: NONE

CHEMICAL GROUT NOTES

1. IDENTIFY CRACKS OR LEAKS TO BE INJECTED IN CONJUNCTION WITH THE ENGINEER.

2. LOCATE REINFORCING STEEL IN CONCRETE STRUCTURE. LOCATE HOLE POSITION

AND WORK WITH CARE TO AVOID DAMAGE TO EXISTING REINFORCING STEEL. DRILL

HOLES SIZED AS RECOMMENDED BY THE INJECTION MATERIAL MANUFACTURER, AT A

45° ANGLE TO THE SURFACE, AND BEGINNING 6" AWAY FROM THE CRACK SO THAT THE

DRILLED HOLE INTERCEPTS THE CRACK AT APPROXIMATELY 6" DEPTH.

3. INSERT INJECTION PACKERS AS RECOMMENDED BY THE INJECTION MATERIAL

MANUFACTURER, INTO THE DRILLED HOLES AND SECURE TO LINER.

4. PUMP INJECTION MATERIAL THROUGH THE INJECTOR PACKER UNTIL THE HOLE WILL

NOT TAKE MORE MATERIAL, OR THE MATERIAL IS NO LONGER VISIBLY SEEPING OUT

OF CRACKS.

5. INJECTION MAY BE HORIZONTAL, VERTICAL, OR OVERHEAD.

6. REFER TO SPECIFICATION SECTION 03 64 00 "CHEMICAL GROUTING IN SEWERS" FOR

ADDITIONAL DETAILS.

SCALE: NONE

DETAIL 1: CHEMICAL GROUTING

SCALE:

R.003 NONE

TYPICAL CEMENTITIOUS GROUT

HOLE DETAILS WITHIN SEWER

B R

C R.003

SCALE: NONER.003

CEMENTITIOUS GROUT HOLE AND PACKER SCHEMATICC

GROUT HOLE

GROUT

PACKER

GROUT COUPLING

PROBE ROD -

LENGTH TO BE GREATER THAN TEE,

PACKER, SECONDARY TUNNEL

LINER, AND PRIMARY TUNNEL LINER

GROUT

COUPLING

GROUT HOSE

EXISTING

BRICK SEWER

TEE AND PACKER SCHEMATIC

SCALE: NONE

1. GROUT AREAS WERE SELECTED BY THE ENGINEER BASED ON RUNNING LEAKS AND OTHER DATA.

2. INSTALL THE PRIMARY GROUT HOLE RINGS WITH PACKERS PER DETAILS ABOVE.

3. REFER TO SPECIFICATION SECTION 03 61 00 FOR REFUSAL PRESSURE CRITERIA.

4. PREPARE A SUMMARY OF THE ADDITIONAL GROUT TAKES FOR REVIEW BY THE ENGINEER.

5. IF RUNNING SAND IS ENCOUNTERED, INSTALL A GROUT TEE AND ROD PACKER PRIOR TO GROUT INJECTION. DETAILS FOR THIS TEE AND PACKER INSTALLATION ARE SHOWN ON THIS SHEET AS "TEE AND PACKER SCHEMATIC". ONCE THE TEE IS INSTALLED AND THE PACKER HAS BEEN RODDED, CLOSE THE BALL VALVE AND START GROUT INJECTION AS SOON AS BALL VALVE IS CLOSED.

6. AS SHOWN ON THE GROUT DETAIL, PRIMARY…

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File details come from the government source that posted it. Updated Feb 3, 2026.