HomeMy WebLinkAboutOpening of Quotes - Laurel Woods Drainage Improvements Proj No. 121-007 - Selge Construction Co., Inc.BOARD OF PUBLIC WORKS
AGENDA ITEM REVIEW REQUEST FORM
Date 6/25/2021
Name Becca Plantz Department Public Works
BPW Date 7/13/2021 Phone Extension 5998
Review and Approval Required Prior to Submittal to Board Diversity Compliance
and Inclusion Officer Officer Name Michael Patton BPW Attorney Attorney Name Clara McDaniels
Dept. Attorney Attorney Name
Purchasing
Check the Appropriate Item Type – Required for All Submissions
Professional Services Agreement Contract Proposal
Open Market Contract Amendment/Addendum Special Purchase, QPA
Bid Opening Bid Award Req. to Advertise Title Sheet
Quote Opening Quote Award Reject Bids/Quotes
Proposal Opening C/O & PCA No. PCA
Chg. Order, No. Traffic Control Resolution
Other: Ease./Encroach
Required Information
Company or Vendor Name
New Vendor Yes If Yes, Approved by Purchasing
No
MBE/WBE Contractor MBE
WBE Completed E-Verify Form Attached Yes
No
Project Name Laurel Woods Drainage Improvements
Project Number 121-007
Funding Source Stormwater Capital - Sewers
Account No. PR-00010221
Amount
Terms of Contract Unit Prices & Lump Sum
Purpose/Description Maintenance to stormwater infrastructure in the Laurel Woods neighborhood.
For Change Orders Only
Amount of
Increase
Decrease
$
($ )
Previous Amount $
Current Percent of Change:
Increase
Decrease
%
( %)
New Amount $
Total Percent of Change:
Increase
Decrease
%
( %)
Time Extension Amount:
New Completion Date:
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CONTRACT DOCUMENTS AND SPECIFICATIONS
for
LAUREL WOODS MAINTENANCE PROJECT
Project No. 121-007
Prepared for
City of South Bend, Indiana
Board of Public Works
By
David L. McCormick, PE, D.WRE
Registered Professional Engineer
State of Indiana No. 19800330
McCormick Engineering, LLC
234 N. Ironwood Dr
South Bend, IN 46615
(574) 232-6800
FOR QUOTES DUE: July 13, 2021
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LAUREL WOODS MAINTENANCE PROJECT
Project No. 121-007
TABLE OF CONTENTS
Page No.
Certification Sheet 1
Table of Contents 2
Special Provisions 3 - 17
Contractor’s Quote for Public Work 18
Equal Employment Opportunity Provisions Diversity Utilization 19-21
Minority and Women Business Enterprise Inclusion Program Plan 22
Non-Collusion Affidavit 23 -25
Quote/Proposal Sheet 26
MWBE Inclusion Forms 27-30
Excavation Permit Request Form 31-32
Traffic Control and Occupancy Request Form 33-34
Supplemental Information – Geotechnical Report
Construction Plans (13 Sheets – 11x17 format)
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SCOPE OF WORK
CITY OF SOUTH BEND
PROJECT NAME: Laurel Woods Maintenance Project
PROJECT NO. 121-007
QUOTES DUE July 13, 2021
I. PROJECT DESCRIPTION
A. The project includes the furnishing of all equipment, material, insurance, and labor for the cleaning of
storm sewers, pond maintenance and associated work near Laurel Woods subdivision within the
City of South Bend, IN.
II. PREVAILING SPECIFCIATIONS AND CONSTRUCTION STANDARDS AND SPECIFICATIONS
A. The City of South Bend's PREVAILING SPECIFICATIONS, most recent version, and
CONSTRUCTION STANDARDS AND SPECIFICATIONS, most recent version, are to be used on this
project.
B. Each Quote provider is specifically instructed to become completely familiar with the most recent
version of the PREVAILING SPECIFICATIONS and the CONSTRUCTION STANDARDS AND
SPECIFICATIONS prior to submitting a quote.
C. Wherever the PREVAILING SPECIFICATIONS refer to “State Specifications,” it shall mean the 2020
INDOT Standard Specifications for the letting effective after September 1, 2019.
D. These SPECIAL PROVISIONS will list only "Additions" or "Deletions" to the PREVAILING
SPECIFICATIONS and are to be used only in conjunction with the PREVAILING SPECIFICATIONS.
E. In the event of conflict between the SPECIAL PROVISIONS and the PREVAILING SPECIFICATIONS,
the SPECIAL PROVISIONS will govern.
III. TERM “OR EQUAL”
A. Prevailing Specifications: None
B. Additions
1. Where the term "or equal" is used in these specifications, the Quote provider deviating from
specified item shall file with his/her/its Quote a letter fully explaining and justifying his/her/its
proposed article or equal. The City of South Bend shall be the sole judge in determining if the “or
equal” offered meets the specification.
IV. TAX EXEMPT
A. Prevailing Specifications: None
B. Additions
1. Materials and properties purchased under contract with the Owner that becomes a permanent part
of the structure or facilities constructed are not subject to the Indiana Gross Retail Tax (Sales Tax).
The exemption number will be furnished to the Contractor upon award.
V. INDEMNIFICATION
A. Prevailing Specifications: None
B. Additions
1. Contractor agrees to indemnify, defend and hold harmless the City of South Bend, its agents,
officers and employees, from all costs, losses, claims and suits, including court costs, attorney fees,
and other expenses, arising from or out of the negligent performance of this Contract by Contractor,
or because of arising out of any defect in the goods, materials or equipment supplied by the Quote
provider.
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VI. INSURANCE
A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 103
B. Additions:
1. All Contractors and subcontractors doing business with the City of South Bend shall present a
Certificate of Insurance showing coverage in the following minimum amount:
a. General Liability: Premises-Completed Operations or Products, Bodily Injury and Property
Damage Combined Single Limit - $5,000,000.
b. There shall be no exclusion for explosion, collapse or underground hazard.
c. Workmen’s Compensation: Statutory State of Indiana Employer's Liability - $100,000.
d. Auto Liability: Bodily Injury and Property Damage Combined Single limit - $1,000,000.
e. The City of South Bend shall be named as additional insured on the Certificate of Insurance.
VII. CONTROL OF WORK
A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 105
B. Additions:
1. The complete responsibility for this project lies with the Director of Public Works of the City of South
Bend, Indiana acting through his authorized representatives.
2. Construction Engineering - The Contractor shall provide all the necessary, qualified personnel,
equipment and supplies to perform all work required under this item. There will be no direct payment
for this item.
3. The contractor is responsible to maintain the site which includes but is not limited to; dust control,
site security, erosion control, and protecting adjacent properties.
4. Work hours for the Project shall be from 7:00 a.m. through 6:00 p.m., Monday through Friday. No
work shall be permitted on weekends, Holidays, or after hours unless approved by the City of South
Bend Department of Public Works.
5. Access to all properties, driveways and Public streets shall be maintained at all times throughout
the Work.
VIII. LEGAL RELATIONS
A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 107
B. Additions:
1. The Owner, where mentioned in these documents, is the City of South Bend. The Engineer, where
mentioned in these documents, is McCormick Engineering, LLC.
2. The Contractor shall apply for and obtain any and all required permits for the work from local, state,
and federal agencies and shall comply with permit requirements, including the St. Joseph County
/ City of South Bend Building Department.
3. If the Contractor awarded this contract is not a resident of Indiana, within thirty days, the Contractor
shall provide the Owner with proof that the Contractor is duly licensed, qualified and registered with
the Secretary of State of Indiana to engage in business within the State of Indiana.
4. The Contractor shall comply with all provisions of Indiana Code 5-16-13, as amended. The Owner
reserves the right to immediately terminate the public work project awarded should the Contractor
be found to be in violation of any provision of Indiana Code 5-16-13 and such violation shall result
in the forfeiture of Contractor’s performance bond to the Owner.
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IX. PROSECUTION AND PROGRESS
A. Prevailing Specifications: 2020, INDOT Standard Specifications Sec. 108
B. Additions:
1. The City, Engineer, and Contractor will hold a pre-construction meeting following award of the
contract. The date of the Notice to Proceed (NTP) will be agreed at that meeting.
2. The project will have a completion date of 45 calendar days from the mutually agreed NTP. The
Contractor shall not propose a date for the NTP that would result in a completion date past
October 25, 2021.
3. The contract time will start when the Notice to Proceed is delivered and signed.
4. Contractor shall provide a schedule to the Owner prior to beginning any work on the site.
5. No work shall begin on the site prior to receipt of the NTP by the Contractor.
X. CHANGE OF CONTRACT TIME
A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 108
B. Additions
1. The Contract Time may only be changed by Change Order. Any Claim for an extension in the
Contract Time shall be based on written notice delivered to the Department of Public Works within
seven (7) calendar days of the occurrence of the event giving rise to the claim. Notice of the extent
of the claim with supporting data shall be delivered within fourteen (14) calendar days after such
occurrence unless an official of the Public Works Department allows an additional period of time to
ascertain more accurate data. The Contract Time will be extended in an amount equal to time lost
to delays beyond the control of the Contractor if a claim is made in accordance with this provision.
Such delays shall include acts of neglect by the Public Works employees, or to fires, flood, labor
disputes, epidemics, abnormal weather conditions, governmental procedures, or acts of God.
2. Unless otherwise provided, the Contract time is based upon normal weather conditions. An
extension is granted for weather conditions significantly more severe than normal if the Contractor
demonstrates to the satisfaction of the City that the delay in the progress of the work was due to
such weather. The basis to define normal weather will be the data compiled by the United States
Department of Commerce, National Oceanic and Atmospheric Administration (NOAA).
3. No extension of time will be granted if the Contractor, by his/her/its own action or inaction, including
fault or negligence of Contractor’s subcontractors, caused the delay, or for which any remedies are
provided under any other provision of this agreement.
4. The grant of an extension of time under this Section in no way constitutes a waiver by the City of
any rights or remedies existing under this contract at law or in equity.
XI. DEFAULT AND TERMINATION
A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 108
B. Additions:
1. Events of Default shall include Contractor’s failure to perform any of its obligations under this
contract including failure to commence work at the time specified, failure to perform the work in
accordance with these specifications, unauthorized discontinuation of the work, failure to carry out
the work in a manner acceptable to the City, failure to observe Federal, State, or local laws or
regulations, and failure to comply with any other term of this contract.
2. If an Event of Default occurs, the City shall provide Contractor written notice and may permit
Contractor ten (10) calendar days after the date of the notice to cure the default. If the default is
not cured within the ten (10) day cure period, the City may at any time thereafter terminate this
contract in which case the termination shall be final and effective.
3. Upon an Event of Default, the City may invoke the following remedies in addition to those remedies
provided under separate provisions of this contract, the right of set-off against any payments due
or to become due to the Contractor against the retainage, the right to take over and complete the
Work. If the City notifies Contractor that City is invoking its right to complete the Work, all rights that
the Contractor has in order under Contractor’s subcontracts are assigned to the City, subject to the
City’s right to take assignment of all or only selected subcontracts at the City’s discretion. The sole
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obligation accepted by the City under such subcontracts is to pay for Work satisfactorily performed
after the date of the assignment. In the event a conditional assignment has not been executed, the
Contractor shall execute or cause to be executed any assignment, agreement, or other document
that may be necessary in the sole opinion of legal counsel to the City’s Board of Public Works to
evidence compliance with this provision. The Contractor shall promptly deliver such documents
upon the City’s request. In the case of such assignment, unless otherwise agreed in writing, The
Contractor remains liable to subcontractors for any payment already involved, and for any claim,
suit or cause of action based upon or resulting from any error, omission, negligence or other breach
of contract by the Contractor, its officers, employees, or agents arising prior to the date of
assignment to the City.
XII. LIQUIDATED DAMAGES
A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 108
B. Additions:
1. The contractor shall proceed with the work at such rate of progress to insure full completion within
the Contract Time. It is expressly understood and agreed, by and between the Contractor and the
Owner, that the Contract Time for completion of the work described herein is a reasonable time,
taking into consideration the average climatic and economic conditions and other factors prevailing
in the locality of the work, and excludes the time for unavoidable delays which were beyond the
control and without the fault of the Contractor.
2. If the Contractor shall fail to complete the work within the Contract Time, or extension of time
granted by the Owner, then the Contractor will pay to the Owner the amount for liquidated damages
a sum of five hundred dollars ($500.00) for each calendar day that the Contractor shall remain in
default after the time of completion stipulated in the Contract Documents.
3. The Contractor shall not be charged with liquidated damages or any excess cost when the delay
in completion of the work is due to the following and the Contractor has promptly given written
notice of such delay to the Owner and Engineer/Architect.
a. To any preference, priority, or allocation order duly issued by the Owner.
b. To unforeseeable causes beyond the control and without the fault or negligence of the
Contractor, including but not restricted to acts of God, acts of public enemy, acts of the Owner,
acts of another Contractor in the performance of a Contract with the Owner, fires, floods,
epidemics, quarantine restrictions, strikes, freight embargoes, and abnormal and
unforeseeable weather.
XIII. RETAINAGE AND FINAL PAYMENT
A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 109
B. Additions:
1. Payments will be made every thirty (30) calendar days
2. Consistent with provisions of IC 36-1-12-14, the Board of Public Works shall retain a percentage of
payments throughout the duration of the project.
3. Before final payment and retainage are released, the Contractor must satisfy the following:
a. All parts and labor meet requirements stated in the specifications.
b. Provide copies of test reports or cut sheets on all materials supplied.
c. Provide As-Built drawings in accordance with the City of South Bend Prevailing Specifications
for Public Works.
d. One (1) copy of the City of South Bend Completion Affidavit and one (1) copy of a Final Waiver
of Lien.
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XIV. WARRANTY
A. Prevailing Specifications: None
B. Additions
1. All Parts shall include the following:
a. Performance specifications
b. Bill of Materials
c. Warranties on all parts
d. Installation and safety requirements
XV. OTHER UTILITIES
A. Prevailing Specifications: None
B. Additions:
1. The Contractor shall verify the locations of all utilities by contacting Indiana811 by calling 811 (in
Indiana) or 1-800-382-5544 (outside of Indiana), or via www.indiana811.org, at least two (2)
working days, not counting Saturdays, Sundays or federal and state holidays before proceeding
with construction. It shall also be the Contractor’s responsibility to contact any other utility that is
not contacted by Indiana811 and verify the utility locations.
2. The Contractor shall be responsible for working with the other utilities, i.e., gas, electric, telephone,
etc. in order to assure that all utilities that need to be replaced or relocated can be done with a
minimum disturbance to service. The Contractor shall also be responsible for coordinating
schedules with the various utilities such that they can proceed with their relocation work as
efficiently as possible.
3. If the odor of natural gas is detected in a work area at any time during the course of work, the
Contractor shall immediately notify NIPSCO at 1-800-634-3524. The Contractor shall also
immediately notify the residents of adjacent properties. The Contractor shall advise the residents
to evacuate their homes immediately if the odor is present within the dwelling.
4. Restoration of sprinkler systems damaged by the Contractor's operations shall be repaired by the
Contractor at no additional cost to the City or the Owner of the system.
XVI. MAINTENANCE OF TRAFFIC
A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 105, 801, and City
Construction Specification 1-8.1
B. Additions:
1. Maintenance of traffic during construction shall conform to the “Indiana Manual on Uniform Traffic
Control Devices” and the City of South Bend Design and Construction Standards.
2. The attached “Traffic Closure Request” form is to be used for any lane restrictions or closures
and required to be filled out and sent to the Department of Public Works.
3. The Contractor shall arrange and prosecute the work specified for this contract in such a manner
that traffic on existing streets is unrestricted throughout the Project. The Engineer shall approve
the method of traffic control. No construction equipment, vehicles, materials, supplies or
temporary facilities shall be left unattended in the right-of-way of any street or left parked
overnight without proper marking and lighting.
4. A maximum of one lane shall be closed during daylight work hours, with appropriate traffic control
measures as described above. Two-way traffic must be maintained when Contractor personnel
are not active or present at the site.
5. After the award of the contract and before beginning the work, the Contractor shall submit his
proposed schedule of operations for the review of the Engineer. The schedule of operations as
reviewed by the Engineer shall be maintained at all times.
6. This Pay Item shall include all labor, materials for the temporary installation and removal of all road
closure assemblies, barricades and other signs as needed to provide adequate traffic control.
7. Payment will be made under:
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Pay Item Pay Unit
Maintenance of Traffic LS
XVII. DESCRIPTION OF WORK
A. Prevailing Specifications: None
B. Additions
1. Work to be performed shall include furnishing all labor, services, materials, insurance and
equipment to clean storm sewers, perform pond maintenance and associated work near
Laurel Woods subdivision within the City of South Bend.
2. The Contractor shall preserve and protect all surrounding property, structures, tenants, visitors
and their property from damage caused by the Contractor’s operations.
XVIII. PLANS
A. Prevailing Specifications: City of South Bend CONSTRUCTION STANDARDS AND SPECIFICATIONS
B. Additions:
1. The plans consist of 13 Sheets.
2. The work shall conform to the plans.
3. The drawings are schematic in nature.
4. The CONTRACTOR is responsible for estimating dimensions and quantities of materials.
5. In the event that the Special Provisions and the Plans conflict, the Special Provisions shall govern.
XIX. M/WBE-DBE GOALS
A. Prevailing Specifications: City of South Bend Ordinance No. 10693-19, Minority and Women
Business Enterprise Inclusion Program Plan
B. Additions:
1. The M/WBE Goals for this Project are:
a. MBE 1.4%.
b. WBE 4.3%.
2. Complete FORM MWBE-1.0 MWBE Utilization Plan and submit with Contractor’s Quote for
Public Work.
3. Complete FORM MWBE-2.0 Evidence of Good Faith Efforts and submit with Contractor’s Quote
for Public Work.
4. Complete FORM MWBE-2.1 MWBE Contacted and submit with Contractor’s Quote for Public
Work.
XX. ELECTRONIC DATA
A. Prevailing Specifications: City of South Bend Design and Construction Standards
B. Additions:
1. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor that may be relied upon are limited to the printed copies (also known as hard copies).
Files in electronic media format of text, data, graphics, or other types are furnished only for the
convenience of the receiving party. Any conclusion or information obtained or derived from such
electronic files will be at the Contractor’s sole risk. If there is a discrepancy between the electronic
files and the hard copies, the hard copies govern.
2. When transferring documents in electronic media format, neither the City nor the Engineer make
any representations as to long term compatibility, usability, or readability of documents resulting
from the use of software application packages, operating systems, or computer hardware differing
from those used in the data creation.
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XXI. SCOPE OF WORK
A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 104.02
B. Additions:
1. The Bidder shall verify existing site conditions prior to Bid/Quote submission to preclude a stoppage
of work due to “Differing Site Conditions”.
2. The Contractor shall take special care to protect existing facilities adjacent to the limits of the active
work areas shown on the Plans. Any scope required to repair existing curb, sidewalk, pavement,
or other items not indicated for removal on the Plans that are damaged by the Contractor shall be
repaired by the Contractor but shall be considered incidental to the work and not paid for directly.
XXII. PRECONSTRUCTION CONFERENCE
A. Prevailing Specifications: None
B. Additions:
1. After quote award and prior to the initiation of work at the site, the Contractor and Owner shall hold
a Preconstruction Conference.
2. In addition to any other documentation required by the Owner, the selected Contractor shall submit
the following information to the City prior to the Preconstruction Conference:
a. Prior to the start of any Work under this project, Contractor shall make available to Owner all
equipment that is to be utilized in the execution of this contract. Owner will hold a
preconstruction conference at which the sequence of work, methods, inspection, and
monitoring requirements and debris disposal shall be discussed.
b. Designated personnel shall be field certified NASSCO (National Association of Sewer Service
Companies) technicians certified by passing the three-day Pipeline Assessment and
Certification Program. Contractor shall submit documentation of certifications of all staff to be
assigned to the project.
c. A description of the method used to prevent passage of debris to downstream sewers.
d. A description of the method of disposal of sewer pipe cleaning debris.
e. Equipment storage location for off-hours and weekends.
f. Construction dewatering process, equipment and plan
g. Documentation on any chemicals anticipated to be used on the project, including at a minimum,
material safety data sheets.
h. Phone numbers of the personnel used for emergency and off-hours inquiries or calls.
XXIII. MOBILIZATION AND DEMOBILIZATION
A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 110
B. Additions:
1. Payment will be made under:
Pay Item Pay Unit
Mobilization and Demobilization LS
XXIV. CLEARING OPERATIONS
A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 201
B. Additions:
1. “Clearing and Grubbing” shall consist of clearing, grubbing, removing and disposing of all
vegetation, debris and other man-made materials required to perform the work indicated in the
Plans and Contract Documents, but not specifically paid for otherwise.
2. This Pay Item shall include the removal of all trees and grinding of stumps within the perimeter of
the existing fenced pond area which are not otherwise designated on the Plans to be preserved.
3. Disposal of debris resulting from clearing or removal operations shall be at an off-site area,
provided by the Contractor and approved by the Owner. No debris shall be left overnight.
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4. The Contractor shall take diligent care to protect the public, the workers, streets, sidewalks, and
adjacent public and private property from the hazards of any tree removal and stump removal
operations.
5. Payment will be made under:
Pay Item Pay Unit
Clearing and Grubbing LS
XXV. EARTHWORK
A. Prevailing Specifications: 2020, INDOT Standard Specification Section 203, City Std. Spec. Section 7
B. Additions:
1. This Pay Item shall include the earthwork needed to excavate, haul and dispose of all material
not being removed under some other Pay Item which is encountered within the limits of the work
to complete the Project to the proposed finished grades indicated on the Plans.
2. Excavation and disposal of silt and debris deposited in the work area shall not be measured
directly but shall be included in the unclassified excavation Pay Item.
3. All material excavated within the perimeter of the fence surrounding the existing pond shall be
considered unclassified excavation, without consideration of material consistency or water
content.
4. Proposed grades shown on the Plans within the fenced pond area are to be verified by the
Contractor as finished grades after the sewer cleaning operation and topsoil placement is
complete. The fenced pond area may be used as a temporary area of debris collection from
sewer cleaning operations, but the addition of water or debris to the pond area shall not entitle the
Contractor to additional payment for earthwork operations.
5. Payment will be made under:
Pay Item Pay Unit
Excavation, Unclassified LS
XXVI. STORMWATER MANAGEMENT
A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 205, City Std. Spec. Section
7, City Std Drawings 7-1 and 7-7.
B. Additions:
1. Erosion Control Blanket (ECB) shall be provided at the locations shown on the Plans after the
finished grade has been topsoiled and seeded.
2. ECB shall be North American Green (NAG) SC-150, or approved equivalent.
3. ECB shall be securely anchored to the ground using staples or Engineer approved equivalent
method at intervals as recommended by the manufacturer.
4. Cost of all labor and materials, including required ECB anchoring mechanisms shall be included in
the cost of the respective Pay Items.
5. Geotextile fabric below the Temporary Construction Entrance shall not be measured or paid for
directly but shall be included in the cost of the No. 2 Stone.
6. A 10-foot width shall be allowed for the project.
7. Payment will be made under:
Pay Item Pay Unit
Temporary Construction Entrance, No. 2 Stone TON
Erosion Control Blanket SYS
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XXVII. FENCES
A. Prevailing Specifications: 603
B. Additions:
1. This Pay Item shall include all labor and materials to remove portions of existing chain link fence
section and posts to provide access to existing pond area to be excavated and the resetting and
restoration of the fence along the current alignment.
2. Existing fence section is approximately six-foot of chain link fabric, with three additional strands of
barbed wire above the fabric.
3. Replacement fabric and posts shall match the existing fence material as close as practical.
Barbed wire sections removed for project access shall be neatly terminated at the nearest
existing post outside of the limits to be reset and not replaced within the limits of fence to be
reset.
4. Payment will be made under:
Pay Item Pay Unit
Fence, Chain Link, Reset LFT
XXVIII. SEEDING
A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 621, 914.01, 914.03, 914.04
B. Additions:
1. Fertilizer shall be applied at a rate of 800 pounds per acre. Fertilizer shall not be paid for
separately, but shall be considered incidental to the seeding operations on the Project.
2. Permanent seeding shall be INDOT seed mixture, Type U.
3. Topsoil shall be placed below the areas to be seeded and shall consist of natural loam, sandy
loam, silty loam, silty clay loam, or clay loam humus-bearing soils adapted to the sustenance of
plant life and such topsoil shall be neither excessively acidic nor excessively alkaline in
accordance with INDOT Standard Specification 914.01. Topsoil shall be screened such that 100
percent of the topsoil passes the one 1” sieve and 95 percent passes the No. 10 (2.00 mm) sieve.
Topsoil shall be a minimum of 6” deep. Topsoil shall not be compacted by heavy equipment.
4. Topsoil obtained from within the limits of construction shall not be paid for directly but shall be
considered incidental to the project. Topsoil obtained from outside the project limits which has
been tested and documented shall be paid for on a volumetric basis.
5. Payment will be made under:
Pay Item Pay Unit
Permanent Seeding, Type U SYS
Topsoil CYS
XXIX. CASTING REPLACEMENT
A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 720
B. Additions:
1. This Pay Item shall include the removal and disposal of existing castings shown on the Plans to
be replaced, as well as the materials and labor for the new replacement casting.
2. Identifying marks were not observed on the existing casting. The approximate equivalent grate
casting may be R-2561-A, by Neenah Foundry.
3. The Contractor shall verify the dimensions of the existing casting prior to removal, ordering or
fabrication of the replacement casting. The new casting shall be of equal or greater materials
than the existing casting and shall be of the same existing dimensions confirmed by the
Contractor.
4. The Contractor shall submit a Shop Drawing of the proposed replacement casting for the project.
5. The Owner does not object to the reuse of the existing frame, if a suitable replacement grate can
be utilized that conforms to the dimensions of the existing frame. Otherwise, the Contractor shall
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replace both the frame and grate as part of the casting replacement, including incidental work to
remove and replace the existing frame.
6. Payment will be made under:
Pay Item Pay Unit
Casting, Replace EACH
XXX. STORM DRAIN CLEANING AND INSPECTION
A. Prevailing Specifications: None
B. Additions:
1. The work shall include all labor, tools, equipment, and related items as may be required for the
complete cleaning or cleaning and internal inspection and television monitoring (including bypass
plumbing, drain dewatering and associated work) of the storm drain and inlet/manhole structures
and removing and disposing of all deposits cleaned from the drains.
2. All storm drains shall be thoroughly cleaned and allow for unrestricted inspection by closed circuit
television. All storm drains will be cleared prior to television inspection. If the television inspection
shows drains were improperly cleaned, the Engineer will direct the appropriate cleaning and re-
cleaning. Re-cleaning shall be done at no additional cost.
3. Equipment
a. Cleaning shall be accomplished by means of water jetting or other approved methods. The
equipment utilized shall be capable of removing all sand, dirt, rocks and other debris,
including potential roots, from the drain line to allow internal inspection of all internal surfaces.
The equipment used shall suit the conditions and size of the sewer to be cleaned. The
equipment used shall include the use of a movable dam type and be constructed in such a
way that a portion of the dam may be collapsed at any time during the cleaning operation to
protect against flooding of the sewer. The movable dam shall be equal in diameter to the pipe
being cleaned and shall provide a flexible scraper around the outer periphery to insure
removal of grease. If sewer cleaning balls or other equipment, which cannot be collapsed, is
used, special precautions to prevent flooding of the sewers and public or private property
shall be taken.
b. The camera and recording equipment shall be specifically designed for continuous viewing
and recording of detailed images of the interior wall of pipes and transitions of the specified
size ranges. The equipment shall include sufficient lighting to view the entire periphery of the
pipe. The equipment shall have appropriate attachments to maintain a position in the center
of the pipe and an electronic counter to continuously record the location of the equipment in
the pipe. A copy of the video inspection shall be submitted to the Owner.
c. Cleaning shall be performed within the seventy-two (72) hour period immediately before
closed circuit television inspection.
4. Sewer Cleaning Operation
a. The Contractor shall thoroughly clean all sewer segments designated for cleaning in the
project plans. Cleaning includes the removal of all debris in the sewer including, but not
limited to, items such as silt, sand, tree roots, rocks, bricks, pieces of pipe, buildups on the
pipe walls, grit, sludge, and slime and all other foreign material in the sewer pipe. A clean
pipe segment is generally defined as a pipe that has approximately 95 percent of the debris
removed for the full length of pipe. The Contractor shall provide adequate documentation that
the pipe segments have been thoroughly cleaned. The Owner will make the final decision as
to whether a pipe has been thoroughly cleaned according to these Specifications.
b. The Contractor shall clean the sewers by moving debris within the pipe from the upstream
manhole to downstream manhole in a given sewer segment. Debris from the cleaning
operation shall be collected at the downstream manhole with the use of the vacuum unit on
the cleaning equipment. The Contractor shall not pass debris to the next downstream sewer
segment. Under no circumstances shall the Contractor allow debris to flow downstream into
the receiving channel at the outlet of the sewer system.
c. If cleaning of an entire section of sewer from manhole to manhole cannot be successfully
performed from upstream manhole; the equipment shall be set up on the opposing end and
the sewer shall be cleaned again from this “reverse set-up” configuration.
5. Water.
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a. Any and all Owner water used by Contractor shall be from a metered supply with an
approved backflow device to protect the water supply. Water used to clean the sewer lines
may be obtained from South Bend Water Works. The Contractor should contact South Bend
Water Works to determine if there will be any charges for using their water. If there are
charges from South Bend Water Works, the Contractor shall pay all costs associated with
coordinating and obtaining water for the sewer cleaning operations. All metered water supply
shall be paid for to OWNER through the regular billing system.
b. It shall be Contractor’s responsibility to obtain approval from the South Bend Water Works to
use Owner’s fire hydrants.
c. Contractor shall be responsible for preventing contamination of the potable water system.
d. Contractor when drawing water from any public hydrant shall use a backflow preventer and/or
an eighteen (18) inch air gap, or other City-approved back-flow device.
e. Contractor shall remove the water meter(s)/piping etc. from all fire hydrants at the end of
each working day.
f. Any costs of water shall be considered incidental to the Contract.
6. Disposal of Materials
a. All materials removed from the sewer lines during cleaning operations shall be trapped and
removed from the system at the downstream manhole of the section being cleaned. Passing
of debris from upstream manhole section to beyond downstream manhole section will not be
allowed. All materials shall be disposed of in compliance with all applicable laws and
regulations.
b. A suitable dam or weir shall be placed in the downstream manhole to trap all such materials.
Passing material from manhole section to manhole section, which could cause line
stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be
permitted.
c. All solids or semi-solids resulting from the cleaning operations shall be removed from the site
at the end of each workday, hauled to and disposed of in a properly licensed sanitary landfill.
Contractor will pay all landfill-tipping fees, if applicable, as an incidental cost to the Work.
d. Under no circumstances shall sewage or solids removed in the cleaning process be dumped
onto streets or into ditches, catch basins, storm drains, sanitary sewer manholes, cleanouts,
or dumps.
e. The Contractor shall keep haul route and work area (s) neat and clean and reasonably free of
odor, and shall bear all responsibility for the cleanup of any spill which occurs during the
transport of cleaning/surface preparation by-products and the cleanup of any such material
which is authorized by or pursuant to this Contract and in accord with applicable law and
regulations. The Contractor shall immediately clean up any such spill, or waste. If the
Contractor fails to clean up such spill, or waste immediately, the Owner shall have the right to
clean up or arrange for its cleanup and shall charge to the Contractor all costs, including
administrative costs and overhead, incurred by the Owner in connection with such cleanup.
The Owner shall also charge to the Contractor any costs incurred or penalties imposed on
the City as a result of any spill, dump or discard. Under no circumstances is this material to
be discharged into the waterways or any place other than where authorized to do so by the
appropriate authority.
f. The general requirements for vehicles hauling such waste material are as follows: Transport
vehicles must be of type(s) approved for this application by the jurisdictions involved. General
requirements are that the vehicles have watertight bodies, that they be properly equipped and
fitted with seals and covers to prohibit material spillage or drainage, and that they be cleaned
as often as is necessary to prevent deposit of material on roadways. Vehicles must be loaded
within legal weight limits and operated safely within all traffic speed regulations.
g. The routes used by the Contractor for the conveyance of this material on a regular basis shall
be subject to approval by the governing authority having jurisdiction over such routes.
7. Sewer Inspection and Televising
a. The Contractor shall furnish all equipment for video recording.
b. All inspections shall follow the Pipeline Assessment and Certification Program (PACP)
protocol, as established by the National Association of Sewer Service Companies
(NASSCO).
c. The inspection will be done one (1) reach at a time. The reach being inspected will be
suitably isolated from the remainder of the sewer system by restricting all upstream and
groundwater flows to allow maximum exposure of the pipe being inspected.
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d. Should the Contractor’s internal inspection equipment become immobilized within a storm
drain, said equipment shall be removed from the line. If excavation is required to retrieve the
Contractor’s equipment, the excavation shall be accomplished by the Contractor at his
expense. Following removal of the equipment, the Contractor shall restore the storm drain
and the site to conditions consistent with new pipe work in accordance with City
specifications at no additional cost to the Owner.
e. The Contractor shall provide the City with an exported file with the television data on an
external hard drive with a USB 2.0 connection, at the preference of the Owner. All hard drives
submitted shall become property of the City. Each video shall be named according to the
“Pipeline ID” format. The video shall document in a clear and continuous manner the
condition of the sewer segment from the upstream manhole to the downstream manhole. No
interruptions or missing segments shall be allowed unless noted in writing by the Engineer.
The City will reject any video that has foggy or static conditions on it.
f. The date of the television inspection and the distance that the camera has traveled through a
particular storm drain reach shall be continuously displayed on the recording. All recordings
obtained during the work shall be turned over to the Engineer and shall become the property
of the Owner. All costs for recordings shall be included in the Unit Prices for the Work. If the
recording is not complete or the quality is not satisfactory, the storm drain shall be
reinspected at the Contractor’s expense.
g. The television video supplied by the Contractor shall be compatible with existing replay
equipment owned by the City.
h. Recordings and inspection reports shall be submitted to the City Engineer within seven (7)
days of inspection.
8. Coordination with Televising Operations
a. The Contractor is allowed to operate televising equipment simultaneously with the cleaning
equipment to check on the progress of the current cleaning operation in a sewer segment.
However, in these situations, the use of televising equipment shall be incidental to the sewer
cleaning operation and will not be measured or paid for.
9. Acceptance of Cleaning Operation
a. Acceptance of storm sewer line cleaning shall be made upon the successful completion of
the television inspection and shall be to the satisfaction of the Engineer. If television
inspection shows the cleaning to be unsatisfactory, the Contractor shall be required to
reclean and reinspect the storm sewer line until the cleaning is shown to be satisfactory. If
there are areas where television inspection is not able to be performed, the Engineer may
require the Contractor to pull a double squeegee (with each squeegee the same diameter as
the storm sewer) through each manhole section as evidence of adequate cleaning.
b. In addition, on all storm sewer lines which have sags or dips, to an extent that the television
camera lens becomes submerged for three (3) or more lineal feet during the television
inspection, the Contractor shall pull double squeegee and/or sponges through the line in
order to remove the water from the dips or sags. Water removal through squeegees and/or
sponges shall be performed until the television camera lens will no longer be submerged.
This requirement may be waived by the Engineer if the water in which the camera lens is
submerged, is clear enough to allow the identification of pipe defects, cracks, holes and
location of service taps.
c. The basis for non-acceptance by the Engineer shall be any evidence of poor cleaning
observed on the video tape recording that prevents the proper internal inspection of the drain
reach. No additional payment shall be made for the re-cleaning of drain reaches to an
acceptable condition regardless of the number of times re-cleaning may be required. All
measurements for payment shall be based upon the linear feet of pipe cleaning and
television inspection.
10. Damaged Pipe Sections
a. The Owner anticipates the possibility that some sewers will have broken or collapsed
sections that prevent cleaning and televising equipment access. When these sections are
encountered, the Owner will make a decision whether to delete the entire section from the
Contract or obtain quotes for a dig repair with the current or other Contractor.
b. If the decision involves a dig repair, the sewer cleaning crew may clean and televise another
sewer segment indicated on the plans. Once the dig repair has been completed, the sewer
cleaning Contractor will return to the repaired sewer section and complete the cleaning and
televising operations.
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c. The Owner has the authority to delete a sewer segment from the project if the sewer is in
such condition that normal cleaning would damage the pipe.
d. The Contractor shall only use equipment correctly sized for the diameter of the sewer
segment being cleaned, and shall have on the project an adequate number of consumable
parts with the appropriate diameters to minimize disruptions related to replacement of worn or
broken equipment.
11. Manhole & Inlet Cleaning
a. All manholes and inlets encountered shall be thoroughly cleaned of all foreign materials,
obstacles, and buildups. This shall include, but is not limited, to removing grit, sand, silt,
leaves, debris, rocks, bricks, sticks, and sludge from the manhole or inlet.
b. The intent of the project is to clean the manholes and inlets simultaneously with the storm
sewer cleaning and televising operation.
c. This work is considered incidental to the cleaning of the storm sewers. It will not be paid for
on a separate basis.
12. Storm Drain Dewatering
a. When sewer flow depth is greater than 25 percent, flow depth must be decreased by plugging
and/or bypass pumping. Plugs shall be designed to pass any desired portion of sewage flow.
If bypass pumping is required for sewer cleaning operations, Contractor shall provide all
necessary equipment, manpower, and expertise. Contractor is responsible for all damage to
public or private property resulting from these operations. Bypass pumping shall require
proper filtration prior to discharge release.
b. For systems with submerged or partially submerged outfall(s) the Contractor shall plug the
system, where and as needed, to allow the cleaning or cleaning and Television Inspection to
proceed.
c. During the television inspection process, every effort shall be exerted to obtain a full view of
the pipe interior. For instances where the camera lens becomes submerged or where a large
portion of the pipe shall contain water, and these conditions persist for significant portions of
the sewer being inspected, the Contractor shall dewater the pipe.
d. Dewatering can be accomplished with a pump and discharge hose or by the nozzle of a
hydraulic high-pressure jet machine. If the jet machine is used, it shall precede the television
camera through the sewer pipe. The nozzle of the jet machine shall work in conjunction with
the television camera’s motion and be positioned so that several feet of pipe length can be
viewed by the camera. The dewatering procedure shall move standing or ponded water
through the storm drain to a point within the storm drain downstream of the reach being
inspected.
e. Due to anticipated high ground water elevations, it is anticipated that the groundwater water
levels at the existing pond area will need to be depressed in addition to the normal
dewatering measures associated with sewer cleaning outlined above.
f. Dewatering of pipes are considered part of the Construction Dewatering Pay Item.
13. Project Cleanup
a. The Contractor shall leave all cleaning and televising sites neat and clean. The Contractor
shall not allow trash and debris to accumulate during the cleaning and televising period and
shall remove all trash and debris before final acceptance will be granted.
b. Unless otherwise approved, the Contractor will not be allowed to store equipment or
materials or debris on the City right-of-way, City property, or on private property.
c. Above ground surfaces along the line of the maintenance work shall be restored to conditions
equal to or better than those found at the start of the work.
d. Project cleanup shall not be measured for payment. Cleanup shall be considered incidental
and included in the respective contract unit prices.
14. Payment
a. Contractor’s compensation for sewer cleaning will be calculated together with storm sewer
inspection and televising by multiplying the number of linear feet of storm sewer cleaned and
televised times the unit price per linear foot for Clean Storm Sewer and Televise Storm
Sewer and shall be based on diameter of the pipe as indicated in the quote. All of the
Contractor’s costs for labor, equipment, materials and incidentals necessary for this work
shall be considered included by the Contractor in said proposed unit prices. The cost of the
sewer televising work shall include all information supplied to the City such as external hard
drives, hardcopy reports, electronic files, time spent converting data formats and other
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reporting information shall be included in the cost of Sewer Televising and no additional
compensation will be allowed.
b. Payment will be made under:
Pay Item Pay Unit
Clean Storm Sewer, 12”-24” Dia LFT
Televise Storm Sewer, 12”-24” Dia LFT
XXXI. CONSTRUCTION DEWATERING
A. Prevailing Specifications: None
B. Additions:
1. The work consists of providing all labor, equipment, including pumps, and materials necessary to
dewater the site to maintain suitable working conditions.
2. The Contractor shall design, install, and maintain a construction dewatering system with
adequate pumping capacity to lower and maintain a maximum free water surface elevation of
693.0 ft across the existing fenced pond area, on the same vertical datum benchmarks shown on
the Plans. This measurement shall be the standard measurement for suitable Construction
Dewatering conditions at the existing detention pond area.
3. The equipment used to dewater the pond area shall include the use of a movable dam
downstream of the existing detention pond and shall be constructed in such a way that a portion
of the dam may be collapsed at any time during the cleaning operation to protect against flooding
of the sewer. If sewer cleaning balls or other equipment, which cannot be collapsed, is used,
special precautions to prevent flooding of the sewers and public or private property shall be
taken. The use of a suitable temporary dam within the storm sewer downstream of the existing
pond is intended to prevent backflow of groundwater and Kiefer Ditch into the pond area during
dewatering operations.
4. Construction dewatering measures shall be in place and active during all sewer cleaning and
video operations, and during all earthwork operations within the existing pond area.
5. Adequate construction dewatering operations shall be in place during the project punch list
walkthrough with the Owner.
6. By submitting a Bid/Quote, the Contractor is certifying that high groundwater elevations, on the
order of elevation 695.0 feet, are an anticipated component of the project which have been
considered in the Construction Dewatering component of the Bid/Quote. As shown on the Plans,
this groundwater elevation may be above the crown of certain pipes within the Work area and
above the ground surface within the existing fenced pond area.
7. All work required for maintaining the project work site in suitable working conditions is included in
this Pay Item.
8. Dewatering measures for pipe cleaning operations, such as removal of water and debris from
storm lines is to be included in this Pay Item.
9. The acceptable outlet for the Construction Dewatering process from the pond is shown on the
Plans. The outlet for temporary pipe dewatering operations is the back to the pond or directly to a
vacuum truck operated by the Contractor.
10. The dewatering Plan to be submitted by the Contractor shall include and indicate the use of water
filtering and stabilized outlets as part of this Pay Item. Direct release of dewatering discharge
lines without the use of a filter is prohibited.
11. Release of discharge from the Construction Dewatering process at the acceptable outlet shall be
accomplished by the Contractor at a rate that limits erosion by the use of a stabilized outlet, such
as temporary rock filter berm downstream of the filter bags.
12. The Contractor shall construct a rock filter berm near the outlet, as a secondary containment Best
Management Practice. The approximate height of the rock filter berm shall be approximately
one-foot high by four feet wide by 20 feet long.
13. Filter bags shall be placed on a relatively flat surface behind/upstream of the secondary
containment BMP.
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14. The Contractor shall place the filter bags in a location where it can be removed efficiently without
causing damage or losing sediment but no closer than 20 feet from the edge of pavement along
Auten Road.
15. Filter bags are to be replaced when they become laden with sediment, or exhibit leakage or other
failure.
16. The Owner has performed geotechnical soil borings within the general vicinity of the Project for
purposes other than the current work.
17. Any geotechnical soil boring results provided on the Plans, and the associated geotechnical
report, are provided to the Contractor for information only as a general indication groundwater
levels at those boring locations and the types of soils anticipated to be encountered in the area
during Construction Dewatering activities.
18. It is anticipated that a gravity pump system will be installed by the Contractor. Other pumping
configurations, such as a wellpoint system, are allowed on the project. The Contractor is notified
that the soil boring logs indicate the presence of silt and clay layers at depths that might impact
the design and implementation of the dewatering system.
19. The Contractor is encouraged to perform independent field investigations of the existing
conditions at the pond area to assess the method and level of effort associated with Construction
Dewatering prior to providing a quote or bid. The Contractor shall coordinate with the Owner to
access the existing pond area if such independent field investigations are desired.
20. Payment will be made under:
Pay Item Pay Unit
Construction Dewatering LS
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CITY OF SOUTH BEND, INDIANA
CONTRACTOR’S QUOTE FOR PUBLIC WORK
PROJECT NAME: Laurel Woods Maintenance Project
PROJECT NO. 121-007
QUOTES DUE July 13, 2021
(Must be completed for all quotes. Please type or print)
Date: Firm:
Address:
City/State/Zip: Telephone Number: ( )
Agent of Bidder (if Applicable):
Pursuant to notices given, the undersigned offers to furnish labor and/or material necessary to complete the
public works project of:
the City of South Bend, Indiana, in accordance with plans and specifications prepared by:
The City of South Bend, Department of Public Works
and dated for the sum of (enter the Total Quote as shown on the Proposal)
($ )
(Enter Sum of Total Quote plus Alternates shown on Proposal) (Numerical)
If alternative quotes apply, the undersigned submits a proposal for each in accordance with the notice. Any
addendums attached will be specifically referenced at the applicable page.
If additional units of material included in the contract are needed, the cost of units must be the same as that shown
in the original contract if accepted by the City of South Bend. If the quote is to be awarded on a unit basis, the
itemization of the units shall be shown on a separate attachment.
ACCEPTANCE
The above quote is accepted this day of 20
Subject to the following conditions:
BOARD OF PUBLIC WORKS
Elizabeth A. Maradik, President Joseph R. Molnar, Member
Gary A. Gilot, Member Jordan V. Gathers, Member
Murray L. Miller, Member Attest: Anne Fuchs, Clerk
By
(Signature)
(Printed Name of Person Signing)
Version 2/14/2020 Page - 19 Public Works Quote
CITY OF SOUTH BEND
EQUAL EMPLOYMENT OPPORTUNITY CONTRACTING
PROVISIONS DIVERSITY UTILIZATION
It is the policy of the City of South Bend to provide equal employment and business opportunity for
all persons, partnerships, companies, and corporations in accordance with the rules, regulations and
guidelines of the applicable federal, state and local laws. This policy of equal employment and business
opportunity shall apply to every contractor or subcontractor bidding or holding a public contract with the City
of South Bend.
In furtherance of this policy, the following Equal Opportunity Clauses are hereby made a part of every
construction contract entered into by the City of South Bend and all subcontractors entered into pursuant
to any such contract and the bidder hereby certifies that it/he/she will abide by these provisions.
The contractor will not discriminate against any applicant or employee because of race,
color, religion, sex, national origin, or handicap. The contractor will take affirmative action
to ensure that all applicants or employees are treated fairly and equitably. Such action
shall include but not be limited to the following: hiring, up-grading, demotion or transfer,
recruitment, advertising, lay-offs or termination, rates of pay or other forms of compensation
and selection for training including apprenticeship programs.
The contractor shall agree to post in conspicuous places available to employees and
applicants, notices to be provided setting forth the provisions of the Non-Discrimination Clause.
The contractor will, in all solicitations or advertisements for employees placed by or on behalf
of the contractor, state that all qualified applicants will receive consideration for employment
without regard to race, color, religion, sex, or national origin.
The contractor will send to each labor union or representative of workers with which
it/he/she has a bargaining agreement or other contract or understanding, a notice to be
provided, advising the labor union or worker's representatives of the contractor's
commitment under this section, and shall post copies of the notices in conspicuous places
available to applicants and employees.
The contractor will comply with all provisions of Executive Order 11246 (as amended by
11375) and of the rules, regulations and relevant orders of the Department of Labor.
Subpart B -- Contractors' Agreements
Sec. 202. Except in contracts exempted in accordance with Section 204 of this Order, all Government
contracting agencies shall include in every Government contract hereinafter entered into the following
provisions:
"During the performance of this contract, the contractor agrees as follows:"
"(1) The contractor will not discriminate against any employee or applicant for employment
because of race, color, religion, sex, or national origin. The contractor will take affirmative
action to ensure that applicants are employed, and that employees are treated equally
during employment, without regard to their race, color, religion, sex or national origin. Such
action will include, but not be limited to the following: employment, upgrading, demotion, or
transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other
forms of compensation; and selection for training, including apprenticeship. The contractor
agrees to post in conspicuous places, available to employees and applicants for
employment, notices to be provided by the contracting officer setting forth the provisions of this
nondiscrimination clause."
"(2) The contractor will, in all solicitations or advertisements for employees placed by or on
behalf of the contractor, state that all qualified applicants will receive consideration for
employment without regard to race, color, religion, sex or national origin."
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"(3) The contractor will send to each labor union or representative of workers with which
it/he/she has a collective bargaining agreement or other contract of understanding, a notice,
to be provided by the agency contracting officer, advising the labor union or workers'
representative of the contractor's commitments under Section 202 of Executive Order No.
11246 of September 24, 1965, and shall post copies of the notice in conspicuous places
available to employees and applicants for employment."
"(4) The contractor will comply with all provisions of Executive Order No. 11246 of September
24, 1965, and of the rules and regulations, and relevant orders of the Secretary of Labor."
"(5) The contractor will furnish all information and reports required by Executive Order No.
11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary
of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by
the contracting agency and the Secretary of Labor for purposes of investigation to ascertain
compliance with such rules, regulations, and orders."
"(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of
this contract or with any of such rules, regulations, or orders, in this contract may be
cancelled, terminated or suspended in whole or in part and the contractor may be declared
ineligible for further Government contracts in accordance with procedures authorized in
Executive Order No. 11246 of September 24, 1965, and such other sanctions may be
imposed and remedies invoked* as provided in Executive Order No 11246 of September
24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided
by law."
"(7) The contractor will include the portion of the sentence immediately preceding paragraph
(1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase
order unless exempted by rules, regulations, or orders of the Secretary of Labor issued
pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such
provisions will be binding upon each subcontractor or vendor. The contractor will take such
action with respect to any subcontract or purchase order as the administering agency may
direct as a means of enforcing such provisions including sanctions for noncompliance:
Provided, however, that in the event a contractor becomes involved in, or is threatened
with, litigation with a subcontractor or vendor as a result of such direction by the
administering agency the contractor may request the United States to enter into such litigation
to protect the interests of the United States."
The applicant further agrees that it will be bound by the above equal opportunity clause with
respect to its own employment practices when it participates in federally assisted
construction work: Provided, that if the applicant so participating is a State or local
government, the above equal opportunity clause is not applicable to any agency,
instrumentality or subdivision of such government which does not participate in work on or
under the contract.
The applicant agrees that it will assist and cooperate actively with the administering
agency and the Secretary of Labor in obtaining the compliance of contractors and
subcontractors with the equal opportunity clause and the rules, regulations, and relevant
orders of the Secretary of Labor, that it will furnish the administering agency and the
Secretary of Labor such information as they may require for the supervision of such
compliance, and that it will otherwise assist the administering agency in the discharge of the
agency's primary responsibility for securing compliance.
The applicant further agrees that it will refrain from entering into any contract or contract
modification subject to Executive Order 11246 of September 24, 1965, with a contractor
debarred from, or who has not demonstrated eligibility for, Government contracts and
federally assisted construction contracts pursuant to the Executive Order and will carry out
such sanctions and penalties for violation of the equal opportunity clause as may be
imposed upon contractors and subcontractors by the administering agency or the Secretary
of Labor pursuant to Part II, Subpart D of the Executive Order. In addition, the applicant
agrees that if it fails or refuses to comply with these undertakings, the administering agency
Version 2/14/2020 Page - 21 Public Works Quote
may take any or all of the following actions: Cancel, terminate, or suspend in whole or in
part this grant (contract, loan, insurance, guarantee); refrain from extending any further
assistance to the applicant under the program with respect to which the failure or refund
occurred until satisfactory assurance of future compliance has been received from such
applicant; and refer the case to the Department of Justice for appropriate legal proceedings.
* Corrected to read "invoked". In the original text the word "involved" was printed in error.
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MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN
The City of South Bend, Indiana has shown its commitment to addressing Minority and Women’s Business
Enterprise (“MWBE”) participation in public contracting through the adoption of the City of South Bend Ordinance
No. 10693-19. Persons, partnerships, corporations, associations, or joint ventures awarded a contract by the City
of South Bend through its agencies, boards, or commissions shall not discriminate against any employee or
applicant for employment in the performance of a City contract with respect to hire, tenure, terms, conditions, or
privileges of employment, or any matter directly or indirectly related to employment because of race, sex, religion,
color, national origin, ancestry, age or disability that does not affect that person’s ability to perform work.
Minority and Women’s Business Enterprises (MWBEs) are described in the Ordinance. A list of MWBEs (both
certified and non-certified) can be found on the Indiana Department of Administration website:
http://www.in.gov/idoa/. Documentation shall be provided with the bid that states the MWBEs that will be contracted,
the dollar amount of the work that will be performed by the MWBEs on the project and the percentage of the dollar
amount as it relates to the total bid amount by using Form MWBE-1.0, MWBE Utilization Plan.
The City, its agencies, boards, or commissions requires the Contractor’s good faith efforts to obtain participation by
those Contractors classified as MWBEs.
Failure to provide ALL the required evidence of good faith efforts with the bid will be grounds for rejecting
a bid as non-responsive.
Bidders shall demonstrate good faith efforts to have active participation from MWBEs on this Project and supply
written documentation evidencing such efforts by using Form MWBE-2.0, Evidence of Good Faith Efforts and Form
MWBE-2.1, MWBEs Contacted. Such documentation shall include, but is not limited to, the following items:
a. A listing of all MWBEs contacted including: (1) the name and address of the MWBE; (2) the date of contact;
(3) the type of contact (i.e., phone call, written solicitation, etc.); (4) the nature or type services or goods
requested; and (5) the result of the contact.
b. Written evidence of outreach and copies of email exchanges inviting and receiving bids, quotes or other
responses from MWBEs or other documentation of efforts to encourage and secure competitive responses
from MWBE and local businesses to be included in the benefits of building this Project.
c. Written documentation of letters of introduction, invitations to forging majority/minority strategic alliances
for capacity building, including but not limited to, mentoring, extensions of assistance on payroll, insurance,
bonding, line of credit, technical skills or business skills.
All bidders are actively encouraged to reach out to the MWBEs in St. Joseph County, Indiana, other local Indiana
counties, and Berrien County, Michigan to utilize a good faith effort to forge constructive and lasting business
partnerships.
Notwithstanding the foregoing, the award and performance of all City contracts shall comply with applicable federal,
state, and local laws.
The City reserves the right to request verification of goal implementation throughout the course of the project.
Version 2/14/2020 Page - 23 Public Works Quote
When the prospective Contractor is unable to certify to any of the statements below, it shall attach an explanation to this Affidavit.
CONTRACTOR’S NON-COLLUSION AND NON-DEBARMENT AFFIDAVIT,
CERTIFICATION REGARDING INVESTMENT WITH IRAN, EMPLOYMENT ELIGIBILITY
VERIFICATION, NON-DISCRIMINATION COMMITMENT AND CERTIFICATION OF USE
OF UNITED STATES STEEL PRODUCTS OR FOUNDRY PRODUCTS
(Must be completed for all quotes and bids. Please type or print)
STATE OF ___________ )
) SS:
COUNTY )
The undersigned Contractor, being duly sworn upon his/her/its oath, affirms under the penalties of perjury that:
1. Contractor has not, nor has any other member, representative, or agent of the firm,
company, corporation or partnership represented by him, entered into any combination, collusion
or agreement with any person relative to the price to be bid by anyone at such letting nor to prevent
any person from bidding nor to induce anyone to refrain from bidding, and that this bid is made
without reference to any other bid and without any agreement, understanding or combination with
any other person in reference to such bidding. Contractor further says that no person or persons,
firms, or corporation has, have or will receive directly or indirectly, any rebate, fee, gift,
commission or thing of value on account of such sale; and
2. Contractor certifies by submission of this proposal that neither contractor nor any of its
principals are presently debarred, suspended, proposed for debarment, declared ineligible, or
voluntarily excluded from participation in this transaction by any Federal department or agency;
and
3. Contractor has not, nor has any successor to, nor an affiliate of, Contractor, engaged in investment
activities in Iran.
a. For purposes of this Certification, “Iran” means the government of Iran and any agency or
instrumentality of Iran, or as otherwise defined at Ind. Code § 5-22-16.5-5, as amended from
time-to-time.
b. As provided by Ind. Code § 5-22-16.5-8, as amended from time-to-time, a Contractor is
engaged in investment activities in Iran if either:
i. Contractor, its successor or its affiliate, provides goods or services of twenty million
dollars ($20,000,000) or more in value in the energy sector of Iran; or
ii. Contractor, its successor or its affiliate, is a financial institution that extends twenty
million dollars ($20,000,000) or more in credit to another person for forty-five (45)
days or more, if that person will (i) use the credit to provides goods and services in
the energy sector in Iran; and (ii) at the time the financial institution extends credit, is
a person identified on list published by the Indiana Department of Administration.
4. Contractor does not knowingly employ or contract with an unauthorized alien, nor retain
any employee or contract with a person that the Contractor subsequently learns is an unauthorized
Version 2/14/2020 Page - 24 Public Works Quote
alien. Contractor agrees that he/she/it shall enroll in and verify the work eligibility status of all of
Contractor’s newly hired employees through the E-Verify Program as defined by I.C. 22-5-1.7-3.
Contractor’s documentation of enrollment and participation in the E-Verify Program is included
and attached as part of this bid/quote; and
5. Contractor shall require his/her/its subcontractors performing work under this public
contract to certify that the subcontractors do not knowingly employ or contract with an
unauthorized alien, nor retain any employee or contract with a person that the subcontractor
subsequently learns is an unauthorized alien, and that the subcontractor has enrolled in and is
participating in the E-Verify Program. The Contractor agrees to maintain this certification
throughout the term of the contract with the City of South Bend, and understands that the City
may terminate the contract for default if the Contractor fails to cure a breach of this provision no
later than thirty (30) days after being notified by the City.
6. Persons, partnerships, corporations, associations, or joint venturers awarded a contract by
the City of South Bend through its agencies, boards, or commissions shall not discriminate against
any employee or applicant for employment in the performance of a City contract with respect to
hire, tenure, terms, conditions, or privileges of employment, or any matter directly or indirectly
related to employment because of race, sex, religion, color, national origin, ancestry, age, gender
expression, gender identity, sexual orientation or disability that does not affect that person's ability
to perform the work.
In awarding contracts for the purchase of work, labor, services, supplies, equipment, materials, or
any combination of the foregoing including, but not limited to, public works contracts awarded
under public bidding laws or other contracts in which public bids are not required by law, the City,
its agencies, boards, or commissions may consider the Contractor’s good faith efforts to obtain
participation by those Contractors certified by the State of Indiana as a Minority Business
(“MBE”) or as a Women’s Business Enterprise (“WBE”) as a factor in determining the lowest,
responsible, responsive bidder.
In no event shall persons or entities seeking the award of a City contract be required to award a
subcontract to an MBE/WBE; however, it may not unlawfully discriminate against said
WBE/MBE. A finding of a discriminatory practice by the City’s MBE/WBE Utilization Board
shall prohibit that person or entity from being awarded a City contract for a period of one (1) year
from the date of such determination, and such determination may also be grounds for terminating
the contact for which the discriminatory practice or noncompliance pertains.
7. The undersigned contractor agrees that the following nondiscrimination commitment shall
be made a part of any contract which it may henceforth enter into with the City of South Bend,
Indiana or any of its agencies, boards or commissions.
Contractor agrees not to discriminate against or intimidate any employee or applicant for
employment in the performance of this contract with privileges of employment, or any matter
directly or indirectly related to employment, because of race, religion, color, sex, gender
expression, gender identity, sexual orientation, handicap, national origin or ancestry. Breach of
this provision may be regarded as material breach of contract.
I, the undersigned bidder or agent as contractor on a public works project, understand my statutory
obligations to the use of steel products or foundry products made in the United States (I.C. 5-16-
8-1). I hereby certify that I and all subcontractors employed by me for this project will use steel
Version 2/14/2020 Page - 25 Public Works Quote
products or foundry products made in the United States on this project if awarded. I understand I
have an affirmative duty to notify the City in my bid that my proposal does not include the use of
steel products or foundry products made in the United States. I understand it is my sole obligation
and responsibility to provide a justification to the City, subject to review and approval, why the
cost of United States made steel or foundry products is unreasonable. Prior to award and upon
submission of bid which does not use steel products or foundry products made in the United States,
the City, through its director of public works, shall make a determination if the price of United
States made steel or foundry is unreasonable. I understand that violations hereunder may result in
forfeiture of contractual payments.
***
I hereby affirm under the penalties of perjury that the facts and information contained in the foregoing bid for public
works are true and correct.
Dated this day of , 20__
Contractor/Bidder (Firm)
Signature of Contractor/Bidder or Its Agent
Printed Name and Title
Subscribed and sworn to before me this day of , 20
My Commission Expires
Notary Public
County of Residence
Version 2/14/2020 Page - 26 Public Works Quote
QUOTE/PROPOSAL
CITY OF SOUTH BEND
PROJECT NAME Laurel Woods Maintenance Project
PROJECT NO. 121-007
QUOTES DUE July 13, 2021
Item
No. Description Quantity Unit Unit Price Total Amount
1 Mobilization and Demobilization 1 LS $
2 Clearing and Grubbing 1 LS $
3 Excavation, Unclassified 1 LS $
4 Temporary Construction
Entrance, No. 2 Stone 50 TON $
5 Erosion Control Blanket 650 SYS $
6 Fence, Chain Link, Reset 30 LFT $
7 Seed Mixture, Type U 650 SYS $
8 Topsoil 110 CYS $
9 Casting, Replace 1 EACH $
10 Clean Storm Sewer, 12"-24" Dia. 760 LFT $
11 Televise Sewer, 12"-24" Dia. 760 LFT $
12 Construction Dewatering 1 LS $
13 Maintenance of Traffic 1 LS $
Total Amount of Quote $
Firm:
Address:
City/State/Zip: Telephone Number: ( )
Fax Number: ( )
By
(Signature)
(Printed Name of Person Signing)
CITY OF SOUTH BEND
MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN
FORM MWBE-1.0
MWBE UTILIZATION PLAN
Version 2/14/2020 Page - 27 Public Works Quote
This completed form should be supplied with Bids that pertain to City of South Bend Public Works Projects involving MWBE participation. It
is the bidder’s sole responsibility to verify whether any listed minority or woman business meets the MWBE qualifications.
Project Number: 121-007 Project Name: Laurel Woods Maintenance Project
Bidder: Total Bid Amount: MWBE Goal: 5.7%
Page_______of___ ____
Name & Address of MWBE Primary Contact Person
(Name/Telephone)
Scope of Work to be Performed
(Attach scope/schedule if you need additional space)
Dollar Amount of MWBE
Component
Percentage
of Total
Bid/Proposal
Submitted by:
Print Name Signature Date
CITY OF SOUTH BEND
MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN
FORM MWBE-2.0
EVIDENCE OF GOOD FAITH EFFORTS
Version 2/14/2020 Page - 28 Public Works Quote
This completed form should be included as part of the Bids documents related to City of South Bend Public Works
Projects requiring Good Faith Efforts to obtain MWBE participation.
Project Number: 121-007 Date:
Project Name: Laurel Woods Maintenance Project
Bidder:
Contact Person: Telephone:
Address:
City: State: Zip:
Email:
To determine whether a bidder has demonstrated good faith efforts to reach the MWBE utilization goals set forth in
the City of South Bend Public Works Project Specifications, the City and its agencies, boards, or commissions,
REQUIRE ALL of the following Good Faith Efforts as listed in the table below*:
EVIDENCE OF GOOD FAITH EFFORTS
MWBE LIST(S): The bidder reviewed 1) the City of South Bend’s Minority and Women Business
Enterprise Inclusion Program Plan; 2) the list of certified MWBEs provided by the City; and 3) the Indiana
Department of Administration list of Minority and Women Owned Businesses (both certified and non-
certified) found at: http://www.in.gov/idoa/.
GOOD FAITH EFFORTS TO OBTAIN MWBE PARTICIPATION
The bidder shall initial each item below, as evidence of its good faith efforts to obtain MWBE
participation in the awarded contract.
I affirm that I reviewed the City of South Bend’s Minority and Women Business Enterprise
Inclusion Program Plan and the Indiana Department of Administration’s certified list of
Indiana Minority and Women Business Enterprises, found on their website
(http://www.in.gov/idoa).
I affirm that I have made good faith efforts to select portions of the contract work to be
performed by MWBEs, including, where appropriate, breaking out contract work items into
economically feasible units to facilitate MWBE participation.
I affirm that I have made good faith efforts to solicit through all reasonable and available
means the interest of all MWBEs in the scopes of work of the contract.
I affirm that I attended all pre-bid meetings scheduled by the City of South Bend to inform
MWBEs of contracting and subcontracting opportunities.
I affirm that I advertised in general circulation and/or trade association publications
concerning subcontract opportunities and allowed MWBEs reasonable time to respond to
such advertisements.
I affirm that I performed any and all necessary steps to provide written notices in a manner
reasonably calculated to inform MWBEs of subcontracting opportunities and allowed
sufficient time for MWBEs to participate effectively.
I affirm that I followed up on initial solicitations with interested MWBEs.
I affirm that I negotiated with interested MWBEs in good faith, including providing such
MWBEs with adequate information about the plans, specifications and other requirements
of the subcontract.
I affirm that I have made good faith efforts to assist interested MWBEs in obtaining
bonding, lines of credit, or insurance as required by the City or the bidder, where
appropriate.
CITY OF SOUTH BEND
MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN
FORM MWBE-2.0
EVIDENCE OF GOOD FAITH EFFORTS
Version 2/14/2020 Page - 29 Public Works Quote
I affirm that I have made good faith efforts to assist interested MWBEs in obtaining
necessary equipment, supplies, materials, or related assistances or services, where
appropriate.
I affirm that I did not reject any MWBEs as unqualified without sound business reasons
based on a thorough investigation of their capabilities.
CONTRACT RECORDS: The bidder has maintained the following records for each MWBE that has bid
on the subcontracting opportunity:
1. Name, address, and telephone number;
2. A description of information provided by the bidder or subcontractor; and
3. A statement of whether an agreement was reached, and if not, why not, including any reasons for
concluding that the MWBE was unqualified to perform the job.
*Proper demonstration of Good Faith Efforts requires your initials next to all of the above boxes. Any omissions shall
be considered grounds for rejection of the bid by the Board of Public Works. The City of South Bend reserves the
right to request additional information.
CITY OF SOUTH BEND
MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN
FORM MWBE-2.1
MWBE CONTACTED
Version 2/14/2020 Page - 30 Public Works Quote
This completed form should be supplied with Bids that pertain to City of South Bend Public Works Projects requiring
Good Faith Efforts to contact MWBEs. It is the bidder’s sole responsibility to verify whether any listed minority or
woman business meets the MWBE qualifications. Attach additional pages if necessary.
PAGE_______OF________
Project Number: 121-007 MWBE Participation Goal 5.7%
Project Name: Laurel Woods Maintenance Project
Bidder:
By:
(Signature) (Title) (Date)
MWBE Firm
Owner or Contact at MWBE Firm
Telephone: Fax: Email:
TYPE OF WORK SOLICITED FOR THIS PROJECT:
RESULTS OF CONTACT WITH THE MWBE FIRM:
MWBE Firm
Owner or Contact at MWBE Firm
Telephone: Fax: Email:
TYPE OF WORK SOLICITED FOR THIS PROJECT:
RESULTS OF CONTACT WITH THE MWBE FIRM:
Instructions: 1) Print Clearly 2) Complete All Sections
Submit: 1) This Form In Person 2) Or Email To: rowpermitsoffice@southbendin.gov
3)Upon Permit approval: Sign issued permit and Return
**Contractor is responsible for associating their company Project # with CSB Permit # for invoicing**
Incomplete Submittals Cannot Be Processed
Applicant
(Contractor/Company Name)
Contact Name Email
Phone Number
Street Address | Location of Work
Electric FiberCable
Water
In Street
Sanitary Sewer
GasType of Work
Outside curb, but in treelawn/sidewalk Right of Way
Date | Duration of project (eg: 2/1/18, 2 hrs)
City of South Bend Public Works
Engineering Division
227 W. Jefferson, County City Building 1316
South Bend, IN 46601-1830
Phone: 574.235.9254
Excavation Permit Request
Excavation in ROW without a permit will result in stop work order and/or delays in permitting.
Emergency excavations must be phoned into the Permit Office no later than NOON the following day.
Date Submitted:
Comments | Description of Work
Cut Location
Boring# Cuts
Other _______________
Trenching (open) # FeetType of Cut
Manhole repair
v 4.3.19
Applicant Signature Date
THIS EXCAVATION PERMIT REQUEST IS NON-TRANSFERABLE AND A SIGNATURE SUBJECTS THE NAMED CONTRACTOR/PERMITTEE
TO ALL APPLICABLE RULES, DUTIES AND OBLIGATIONS IMPOSED BY THE CITY OF SOUTH BEND MUNICIPAL CODE AND TO ALL
REGULATIONS IMPOSED BY THE SOUTH BEND BOARD OF PUBLIC WORKS.
EXCELLENCE | ACCOUNTABILITY | INNOVATION | INCLUSION | EMPOWERMENT
1316 County-City Building | 227 W. Jefferson Blvd. | South Bend, Indiana 46601 | 574.235.9251. | www.southbendin.gov
List All Other Contractors
(Contractor/Company Name)
1st Subcontractor
Contact Name
Email
Phone Number
(Contractor/Company Name)
2nd Subcontractor
Contact Name
Email
Phone Number
(Contractor/Company Name)
3rd Subcontractor
Contact Name
Email
Phone Number
(Contractor/Company Name)
4th Subcontractor
Contact Name
Email
Phone Number
Excavation Permit Request
EXCELLENCE | ACCOUNTABILITY | INNOVATION | INCLUSION | EMPOWERMENT
1316 County-City Building | 227 W. Jefferson Blvd. | South Bend, Indiana 46601 | 574.235.9251. | www.southbendin.gov
Version 3.3 [1/11/2019]
**SUBMIT 5 WORKING DAYS MINIMUM PRIOR TO PROJECT START DATE
Parking Lane Travel Lane Full Road Closure Alley
Submission Date: Applicant/Company:
Email Address:
Phone #:
Project STREET ADDRESS (eg: 110 W. Smith RD.):
Project Location (Block limits/Streets From and To):
**Requested Start & End Dates:Requested Start & End Times:
Contractor Performing Work:
On-Site Contact: Phone #:
Reason for Closure:
Affected Customers:ATTACH THE FOLLOWING ITEMS: 1. Traffic Control Plan 2.Detour Plan 3. Barricades, Signs, or Flashers Placement
ENGINEERING OFFICE USE ONLY:
Approved Approved as Noted Revise Not Approved
Comments: ____________________________________________________________________________
_________________________________________________________________________________________
City of South Bend/Engineering Division Authorized Signature Date:
SOUTH BEND,INDIANA 46601 TDD 574/ 235-5567
Reason for Closure:
City of South Bend Public Works
Engineering Division
227 W. Jefferson, County City Building 1316
South Bend, IN 46601-1830
PLAN YOUR START DATE ACCORDINGLY TO AVOID DELAYS
Complete 1 - 5 Incomplete submittals cannot be processed; All submittals require occupancy bond and insurance
(Refer to MUTCD for Traffic Control Device Requirements) See reverse for Checklist
Failure to use traffic control for traffic restrictions or closures will result in stop work orders and/or delay in permitting.
Office
Cell
Name:
Office
Cell
Excavation/Boring? > Requires Excavation Form Sidewalk? > Requires Sidewalk permit
New Approach? > Curb Cut application
1
2
3
4
5
Affected Customers:
~ Contractors are responsible for resolving safety issues and access concerns with affected customers ~
Phone: 574.235.9251
TRAFFIC CONTROL AND OCCUPANCY REQUEST
Sidewalk
THIS OCCUPANCY PERMIT REQUEST IS NON-TRANSFERABLE AND A SIGNATURE SUBJECTS THE NAMED CONTRACTOR/PERMITTEE
TO ALL APPLICABLE RULES, DUTIES AND OBLIGATIONS IMPOSED BY THE CITY OF SOUTH BEND MUNICIPAL CODE AND TO ALL
REGULATIONS IMPOSED BY THE SOUTH BEND BOARD OF PUBLIC WORKS.
Applicant Signature _______________________________ Date ________________
**Occupancy beyond 90 days requires completion of Long Term Occupancy Request Application.
Email: rowpermitsoffice@southbendin.gov
Treelawn
TRAFFIC CONTROL CHECKLIST
PURPOSE: SAFETY FOR MOTORISTS, BICYCLISTS, PEDESTRIANS, WORKERS, EMERGENCY
AND ENFORCEMENT PERSONNEL AND EQUIPMENT
•Submit Traffic Control with any Occupancy Request in the City of South Bend.
•Maps shall follow MUTCD Traffic Control Device guidelines, but do not submit
MUTCD examples as your traffic control.
INCLUDE THE FOLLOWING:
Street map showing CURRENT street status
~ Can show aerial or streets only
Street names
Striping and sidewalks
North Arrow
Location of Activity Area and placement of vehicles and equipment in
the work space
Location of manholes or other facilities within work space
Barricades, signs and/or flasher placement
Taper distance/Advanced warning signage
Traffic detour plan
Examples of simple traffic control:
North
North
LAUREL WOODS MAINTENANCE PROJECT
CITY PROJECT NUMBER XXX-XXXXX
SUPPLEMENTAL INFORMATION – GEOTECHNICAL REPORT
PREPARED BY
October 7, 2020
Project No. 4974-352-19-00
MCCORMICK
ENGINEERING, LLC
LAUREL WOOD DRAINAGE
LINDENWOOD DRIVE WEST AND AUTEN ROAD
SOUTH BEND, INDIANA
Prepared For:
McCormick Engineering, LLC
234 N. Ironwood Drive
South Bend, IN 46615
7121 Grape Road • Granger, Indiana 46530 • 574.271.3447 • wcgrp.com • Offices Nationwide
October 7, 2020
Project No. 4974-352-19-00
Mr. David McCormick, P.E., D.WRE
McCormick Engineering, LLC
234 N. Ironwood Drive
South Bend, IN 46615
Re: Geotechnical Evaluation
Laurel Woods Drainage
Lindenwood Drive West and Auten Road
South Bend, Indiana
Dear Mr. McCormick:
In compliance with your request, Weaver Consultants Group, LLC (WCG) has completed the
subsurface exploration at the site of the above-referenced project. The purpose of this study was
to explore the stratification and engineering properties of the subsurface soils and to provide
recommendations for construction of a new storm sewer system.
In the body of this report, we present a summary of our findings, an interpreta tion of the
subsurface conditions, our design recommendations, and construction considerations . The soil
boring logs are presented in the Boring Logs Appendix. The methods for field and laboratory
operations are presented in the Field Exploration Appendix. General Qualifications and
Contractual Considerations are presented in the Qualifications Appendix.
Thank you for selecting our firm to assist with this phase of the project. Please call us if there are
any questions concerning this report.
Sincerely,
Weaver Consultants Group, LLC
Kenneth P. Miller, P.E. Steve Schubert, P.E.
Senior Project Director Geotechnical Engineering Manager
October 7, 2020
i
TABLE OF CONTENTS
1 EXECUTIVE SUMMARY ..................................................................................... 1
2 PROJECT INFORMATION ................................................................................. 2
2.1 Project Description and Location .............................................................. 2
2.2 Site Description ........................................................................................ 2
3 SUBSURFACE CONDITIONS ............................................................................ 3
3.1 Subsurface Conditions ............................................................................. 3
3.2 Groundwater Conditions .......................................................................... 4
4 DESIGN RECOMMENDATIONS ......................................................................... 5
4.1 Basis ........................................................................................................ 5
4.2 Storm Sewer Recommendations .............................................................. 5
4.3 Structure Foundation Considerations ....................................................... 6
4.4 Dry Wells ................................................................................................. 6
4.5 Pavement Considerations ........................................................................ 7
5 CONSTRUCTION CONSIDERATIONS ............................................................... 8
5.1 Site Preparation ....................................................................................... 8
5.2 Utility/Storm Water Structure Excavations ................................................ 8
5.3 Structural Fill ............................................................................................ 8
5.4 Fill Placement Control .............................................................................. 8
5.5 Construction Observations ....................................................................... 8
5.6 Groundwater Concerns ............................................................................ 9
5.7 Excavation Slope Stability ........................................................................ 9
5.8 Limitations................................................................................................ 9
FIGURES
Figure 1: Site Location Plan
Figure 2: Boring Location Plan
APPENDICES
Appendix A - Boring Logs
Boring Logs: B-1 through B-4
Particle Size Distribution Report (2)
Appendix B - Field Exploration
Log of Soil Boring - General Notes
Unified Soil Classification System
Field Exploration Procedures
Boring Log Preparation & Laboratory Testing Procedures
Appendix C - Qualifications
General Qualifications
Contractual Considerations
Weaver Consultants Group
1
1 EXECUTIVE SUMMARY
We understand that the city of South Bend is considering the construction of a new storm water
drain beginning near the intersection of Lindenwood Drive West and Laurel Wood Drive North
and ending at Laurel Road and Auten Road in South Bend, Indiana. The new storm sewer pipe is
anticipated to be established at a maximum depth of about 5 feet below the existing ground
surface. Other details of the storm sewer such as the pipe diameter and outlet structure are
unknown. Given the type of project, we anticipate that the sewer will be constructed using cut
and cover techniques. In addition, dry wells are being considered for infiltration of storm water
collected from the drainage area. No details of dry wells are known at this time.
In general, the subsurface soil profile consisted of granular-type soil to a depth of about 5½ to 11
feet below the ground surface and underlain by silt to a depth of about 9 to 22 feet where sandy
lean clay was encountered to the terminal depth of the borings.
Given that the storm sewer pipe and associated structures are not anticipated to increase the
stresses in the soil above that from the existing structure and overburden, bearing capacity is not a
concern. However, to provide adequate support for the proposed sewer elements and maintain line
and grade, proper subgrade preparation is critical. For proper preparation of the subgrade, we
recommend a program of compaction once the subgrade has been established. Given the presence
of existing utilities below the subgrade, we recommend that extreme caution be used in the
compaction process in these areas. If dry wells are considered, it is likely the depth of the dry well
will be limited to the rather high groundwater level and the presence of more cohesive soil and silt,
both of which will restrict infiltration.
Once the sewer elements have been set, we recommend that the backfill be placed in an
engineering manner in thin lifts and compaction test control. We also anticipated that the road
will be re-established at the approximate same line and grade as the existing with a minimum
acceptable pavement section.
A detailed discussion of design parameters and construction considerations is included in
subsequent sections of this report.
Weaver Consultants Group
2
2 PROJECT INFORMATION
2.1 Project Description and Location
We understand that the city of South Bend is considering the construction of a new storm water
drain beginning near the intersection of Lindenwood Drive West and Laurel Wood Drive North
and ending at Laurel Drive and Auten Road in South Bend, Indiana. The location of the project is
shown on a Site Location Plan (Figure 1) in the Appendices. The new storm sewer pipe is
anticipated to be established at a maximum depth of about 5 feet below the existing ground
surface. Other details of the storm sewer such as the pipe diameter and outlet structure are
unknown. Given the type of project, we anticipate that the sewer will be constructed using cut
and cover techniques. We also understand that dry wells are being considered to manage the
collected runoff. Details such as size, location and dep th of the dry wells is unknown.
For design of the proposed storm sewer, a subsurface exploration program consisting of four test
borings was performed. The number, depth and general locations of the soil borings were chosen
by Weaver Consultants Group (WCG) based on the project plan provided by McCormick
Engineering, LLC. The boring plan was to perform the borings to a depth of 15 feet below the
existing ground surface. However, due to the subsurface conditions, two of the four boring were
extended to a deep as 25 feet below the ground surface (bgs). The borings were located, in the
field, by a representative of WCG referencing existing site features. The approximate locations of
the borings are provided on a Boring Location Plan (Figure 2) in the Appendices.
2.2 Site Description
The road and ground surface along the planned alignment are relatively flat. A ditch which
increases in depth from east to west is located along the south side of Auten Road. At the time
of our field activities, there was no water in the ditch. Based on the utility location markings
provided by others, numerous below grade utilities including a high-pressure gas main, fiber optic
lines, water mains, and others exist along the alignment.
Weaver Consultants Group
3
3 SUBSURFACE CONDITIONS
3.1 Subsurface Conditions
Our interpretation of the subsurface conditions is based four test borings. The following
discussion is general; for more specific information, refer to the boring logs presented in the
boring logs in Appendix A.
Surface conditions: The surface conditions along the storm sewer alignment consisted of a
variety of conditions including asphaltic paved roads and grass covered areas. At three of the
boring locations topsoil depths ranged from 6 to 10 inches. At the location of Boring B -3, road
gravel was encountered to a depth of about 8 inches.
Subsurface Conditions: In general, below the surficial materials, the subsurface soil profile
consisted of granular-type soil to a depth of about 5½ to 11 feet bgs and underlain by silt to a
depth of about 9 to 22 feet where sandy lean clay was encountered to the terminal depth of the
borings. The upper approximately 11 feet of the granular soil was fill consisting of clayey sand
with varying amounts of gravel (SC). Below the fill was naturally occurring fine sand (SP). At a
depth of about 13 feet, an approximately 5-foot thick stratum of sandy clay (CL) was
encountered. The underlying clay stratum was a poorly-graded sand with a trace of gravel (SP) to
the maximum depth explored. The underlying soil layers in the borings are described in more
detail below.
• Granular soils (SP, SP-SM, SP-SC, SC) – Below the surface materials, granular soils
consisting of fine to coarse sand with a trace to little gravel (SP), fine to coarse sand with
silt (SP-SM), clayey fine to coarse sand (SC), and fine to coarse sand with clay (SP-SC) were
encountered to depths ranging from 5½ to 11½ feet bgs. The relative density of the
granular soil was very loose to medium dense with Standard Penetration Test (SPT) N-
values ranging from 0 to 14 blows per foot (bpf), generally decreasing with depth.
• Silt (ML), and Clayey Silt (CL-ML) – Below the granular soils, silt (ML) was encountered to
the terminal depth of the borings or 9 to 22 feet bgs. The silt was typically no t cohesive
and contained random amounts of gravel. The relative density of the silt was loose to
medium dense with Standard Penetration Test (SPT) N-values ranging from 5 and 13 bpf,
typically in the 5 to 8 bpf range. At locations within the silt stratum, thin layers of clayey
silt (CL-ML) was encountered. Where encountered, the consistency of the clayey silt was
very stiff with a hand penetrometer reading of 2.7, and a moisture content of about 29
percent.
• Sandy Clay (CL) – At the deeper boring locations, a stratum of sandy clay with a trace of
gravel was encountered to the terminal depth of the borings. The consistency of the clay
Weaver Consultants Group
4
was stiff to very stiff based on hand penetrometer readings ranging from 1.4 to 3 tons per
square feet (tsf), and moisture contents ranging from 10 to 13 percent.
3.2 Groundwater Conditions
Groundwater level observations noted during and after completion of the drilling operations are
recorded on the boring logs. Based on these observations, groundwater was encountered at
depths about 5 to 5½ feet bgs. Given the presence of near surface granular soil underlain by less
permeable silt, it is our opinion that the groundwater is perched on the silt stratum. Sand deposits
are relatively pervious, and water can drain into the borehole somewhat quickly and come to an
equilibrium position. However, fluctuations in the water table should be anticipated througho ut
the year with variations in precipitation and other environmental or physical factors. Seasonal
fluctuations in the groundwater level should be expected due to variations in precipitation,
evaporation and surface water runoff.
Weaver Consultants Group
5
4 DESIGN RECOMMENDATIONS
4.1 Basis
Our recommendations for the proposed storm sewer are based on data presented in this report,
which includes four test borings along the proposed alignment. Subsurface variations can exist
at a site which may not be indicated by such a dispersed and limited boring program, particularly
given the presence of existing below-grade utilities and expected associated fill soil. If such
variations or unexpected conditions are encountered during construction, or if the project
information discussed herein is incorrect or changed, we should be informed immediately since
the validity of our recommendations may be affected.
4.2 Storm Sewer Recommendations
Prior to excavating trenches for piping in those areas where cut-and-cover techniques will be used,
we recommend that all underground utilities within the project limits be relocated or temporarily
removed where necessary. Following relocation/removal of utilities, excavation for the piping may
then proceed. Based on our observations of the subsurface conditions, we anticipate that
excavations for the system will typically expose very loose to medium dense granular-type soils.
Considering the granular nature of the soils, it is our opinion that the excavated granular soils may
be re-used as backfill. Granular soils (i.e., soils containing less than 12 percent fines) which meet the
requirements discussed in Section 5.3 are considered conducive for pipe support and fill placement.
To reduce the risk of settlement of the backfill, we recommend that the bedding material and soils
used for structural backfill surrounding the pipe be mechanically compacted to a minimum of 95
percent of the standard Proctor density (ASTM D 698). Where the storm sewer is beneath roadways,
we recommend the fill be compacted to 98 percent of Standard Proctor density. Additionally,
periodic field density tests performed by WCG are recommended during fill placement to determine
the adequacy of compactive effort. Considering we anticipate that granular-type soil will be
encountered at the pipe inverts, a separate bedding material may not be required. The borings did
note the occasional presence of cobbles near the probable sewer depths. Cobbles should be
relocated away from the installed sewer as to not create hard points on the pipe.
Granular backfill placed around the pipe in uniform layers, not exceeding 6 in. in loose lift thickness,
is recommended. We also recommend that the backfill be placed and hand compacted in layers
simultaneously on each side of the pipe. In our opinion, compaction equipment should operate
parallel to the axis of the pipe and over-compaction may cause movement of the pipe prior to being
seated. Therefore, caution should be exercised during this initial phase of pipe placement. Note
that the pipe manufacturer may provide backfill requirements/procedures pertaining to their
particular pipe. If this is the case, then the manufacturer's specifications should be adopted.
Weaver Consultants Group
6
4.3 Structure Foundation Considerations
In general, the soil conditions, as previously described, appear to be adequate for the support of
manhole or outlet structures. An exception to this is in the vicinity of Boring B-1 where the granular
soils beneath a depth of about 5 feet are very loose. For structures in this area, we recommend the
very loose soil be removed to a depth of 2 feet below the structure bottom and replace with
compacted coarse aggregate meeting the general gradation requirements for Indiana Department
of Transportation (INDOT) No. 8 coarse aggregate. Based on these conditions, we recommend that
the base be proportioned using a net allowable soil bearing pressure of 2,000 psf. In our opinion,
the subgrade should be compacted to densify the soils loosened by the excavation process to
minimize the risk of excessive settlement. Since groundwater is likely to be below the base of the
structures, the effects of buoyancy are not likely to be a consideration.
4.4 Dry Wells
We understand that dry wells are being considered to provide infiltration of the collected runoff into
the below grade stratum. Groundwater was generally encountered at a depth of about 5 feet below
the ground surface. The soil profile above the groundwater was somewhat mixed with fine to coarse
sand and fine to coarse sand with silt. These soils are generally conducive to infiltration of water.
Below the water table the soil profile was even more mixed with some locations having sand (SP),
silty sand (SM) and clayey sand (SC) underlain by silt (ML). The silty sand, clayey sand, and silt are far
less permeable than the sand soils and infiltration will within these zones will be slow and limited.
In addition to the infiltration issue, excavation below the groundwater level will require dewatering
and shoring to prevent soil collapse of the excavation sidewalls.
Two soil particle size distribution tests were performed on representative samples of the sand (SP)
type soil. Results of these test were used to estimate the soil infiltration rate. The estimated
infiltration rates based on the Hazen Formula are presented in Table 1.
Table 1 – Summary of Infiltration Estimates
Location Depth
(ft.)
Infiltration Rate
(in./hr.)
Correction
Factor
Design Rate
(in./hr.) Soil Classification (USCS)
B-1 8½ - 10 100 3 33 SAND with SILT, some
gravel (SP-SM)
B-4 3½ - 5 44 3 15 SAND with SILT,
little gravel (SP-SM)
Based on the results of our laboratory analysis, the soils classified as sand can be considered to have
a design infiltration in excess of 10 inches/hour or the maximum limit provided by local code.
Weaver Consultants Group
7
4.5 Pavement Considerations
The pavement subgrade is anticipated to consist of “B” Borrow type soil or crushed stone placed
to improve the subgrade conditions or structure backfill placed during backfill of the sewer.
Provided the subgrade is prepared in accordance with the recommendations provided herein,
these conditions are anticipated to be suitable for support of the pavement. We recommend the
following parameters be considered for pavement design, if necessary. As we anticipate a
minimum of 2 feet of soil will require improvement, we have recommended a Type I subgrade
treatment in accordance with INDOT Standard Specifications Section 207.04. Table 2 below
provides a summary of the pavement design parameters.
Table 2: Summary of Pavement Design Parameters
Mr for Improved Subgrade 7,500 psi
Mr for Natural Subgrade 5,000 psi
Subgrade Material Sand (A-1-b)
Depth to Water Greater than 5 feet
Subgrade Treatment* Type I
* Per Indiana Department of Transportation Standard Specifications 207.04.
Weaver Consultants Group
8
5 CONSTRUCTION CONSIDERATIONS
5.1 Site Preparation
The construction of the sewer is substantially an excavation type project. No placement of fill for
support of the structure is anticipated for the project. Site preparation is essentially excavation
to the sewer invert. Once the new structure subgrade has been established, we recommend the
subgrade soils be densified via several passes of a high-energy vibratory compactor. Where the
subgrade crosses existing utilities, consideration of the use of light-weight compactor so as not
to damage the utility.
Where backfill is required around the new pipe and structures, we recommend that it consist of
granular structural fill. The structural fill should meet the requirements of Section 5.3 and be
placed in accordance with Section 5.4.
5.2 Utility/Storm Water Structure Excavations
Excavations should be sloped, shielded or shored in accordance with the current Occupational
Safety and Health Administration (OSHA) requirements (see Section 5.7). Once the necessary
subgrade level is reached, no addition subgrade preparation is recommended.
5.3 Structural Fill
Structural fill, defined as any fill which will support structural loads, should be free of organic
material, have a plasticity index of less than 25 percent, a maximum particle size of no more than
3 in., and a maximum dry density in excess of 100 pounds per cubic foot [pcf, as determined by
the standard Proctor compaction test (ASTM D698)]. In addition, structural fill should not be frost
susceptible. The structural fill should be compacted to at least 9 8 percent of its maximum
standard Proctor dry density (ASTM D698) under the foundations and roadways. The near surface
soils are considered suitable for use as structural fill.
5.4 Fill Placement Control
To achieve the recommended compaction of structural fill, we recommend that the fill be placed
and compacted in layers not exceeding 8 inches in loose lift thickness. To observe compliance
with the recommended density standards, we recommend that in -place density tests be
performed at a frequency of at least one test for every 100 square feet of pipe length per each
lift of compacted fill placed in the proposed construction areas.
5.5 Construction Observations
We recommend that all pavement and structure subgrades be observed by a qualified
Geotechnical Engineer or his representative prior to placement. These observations are to
evaluate that the exposed soils are consistent with those encountered in the borings and to check
that the materials are of uniform consistency and adequate density.
Weaver Consultants Group
9
5.6 Groundwater Concerns
Depending on the depth of the sewer and structures, dewatering may be required to remove and
replace very loose soil conditions or improve subgrades prior to placement of pipe . However,
whenever a rain event occurs during construction, water flow in the creek can be expected and
construction activities should be managed to account for these events and protect completed
work. If minor dewatering is required in silty areas, it can be accomplished by pumping from
sumps installed at the bottoms of the excavations.
5.7 Excavation Slope Stability
Our exploration did not include a detailed analysis of slope stability for any temporary excavation
condition. Based on the soil conditions encountered at the boring locations, temporary shallow
construction excavations are expected to expose fine sandy soils. For such conditions, it is our
opinion that shallow temporary excavations can be cut with side slopes of 1.5H:1V. However,
current OSHA standards must be met and may be more restrictive. Hence, if safe side slopes
cannot be maintained due to loose granular soil conditions, then the excavation sides should be
flattened, shielded or shored in accordance with current OSHA standards. The Contractor is solely
responsible for constructing and maintaining stable excavations. Additionally, soil should not be
stockpiled immediately adjacent to the top of the excavation.
5.8 Limitations
WCG has prepared this report in accordance with generally accepted geotechnical engineerin g
practices to aid in the evaluation of the site subsurface soils. No other warranty, expressed or
implied, is made.
The scope of this report is limited to the specific project and location described herein, and our
description of this project represents our understanding of the project. The geotechnical
engineering analysis and foundation recommendations presented herein were developed based
on the information obtained during the subsurface investigation. It should be noted that the
borehole data reflects the subsurface conditions only at the specific locations designated on the
borehole logs, and that soil and groundwater conditions could vary widely throughout the site. If
variations do appear during construction activities, it may become necessary to re-evaluate the
recommendations of this report.
We appreciate the opportunity to be of service to you on this project. If you have any questions
concerning this report, or if we may be of any additional service, please do not hesitate to contact
us.
Weaver Consultants Group
FIGURES
FIGURE 1: SITE LOCATION PLAN
FIGURE 2: BORING LOCATION PLAN
Weaver Consultants Group
APPENDICIES
Weaver Consultants Group
APPENDIX A
BORING LOGS
PARTICLE SIZE DISTRIBUTION REPORT
0.5
5.5
11.5
15.0
**C.I. = 8 feet at
completion
Dark brown, silty sand (TOPSOIL: SM)
Medium dense to loose, moist ot wet, brown,
FINE TO COARSE SAND, trace gravel (SP)
Very loose, wet, brown and gray, FINE TO
COARSE SAND, trace gravel (SP)
Loose to medium dense, gray, SILT (ML)
Boring Terminated at 15 ft
9/7/6 (13)
3/2/2 (4)
1/0/0 (0)
1/0/1 (1)
3/3/2 (5)
3/5/6 (11)
1
2
3
4
5
6
Hrs. A.D.*
NOTES:
ft At Completion**
ft At
Laurel Woods Drainage
Lindenwood Drive West and Auten Road
South Bend, Indiana
McCormick Engineering, LLC
5.5
6
---
---
ft While Drilling
1. Weather: Partly Sunny, 55-58°F
2. Used automatic hammer
3. Backfilled with bentonite chips
PROJECT:
ft At
WATER LEVEL DATANE = Not Encountered
CLIENT:
234 N. Ironwood Dr. South Bend, Indiana 46615 Hrs. A.D.***
9/28/2020
9/28/2020
K. Miller
M. Clark
Probe 6620 DT
Drive Casing
Started:
Completed:
Geologist:
Driller:
Drilling Equip.:
Drilling Method:
= No Recovery = Split-Spoon Sample
= Geoprobe = Vane Shear Test
= Grab Sample = Shelby Tube
LEGEND
= Auger
= Core SampleLOI (%)Elevations (ft)RecoveryNumberTypeMoistureContent %BORING AND
SAMPLING NOTES
Strata Depth (ft)SymbolStandardPenetrationTest-Blows/6"(#)= "N" Value
Qp (tsf)SOIL DESCRIPTION, CLASSIFICATION
and USCS or AASHTO GROUP SYMBOL
Depth (ft)DATUM: SURFACE ELEVATION (ft) +/-:
File No.: 4974-352-19-00
Weaver Consultants Group
Sheet 1 of 1
5
10
15
20
25
LOG OF SOIL BORING NO.: B-1
7121 Grape Road, Granger, IN 46530
574-271-3447(Phone)/574-271-3343(Fax)
Location: See Boring Location Plan
WEAVER BLOCK LOG 4974-352-19-00_LAUREL WOODS DRAINAGE.GPJ 9/30/20
0.8
5.5
8.0
12.5
22.0
25.0
**C.I. = 5 feet at
completion
Dark brown, silty sand (TOPSOIL: SM)
Medium dense to loose, FINE TO COARSE
SAND with SILT, trace gravel (SP-SM)
Medium dense, wet, brown and gray, CLAYEY
FINE TO COARSE SAND, some gravel and
cobbles (SC)
Medium dense to loose, wet, gray, SILT (ML)
Stiff, gray, CLAYEY SILT with loose SILT seams
(CL-ML / ML)
Very stiff, gray, SANDY LEAN CLAY, trace
gravel and cobbles (CL)
Boring Terminated at 25 ft
8/8/6 (14)
5/2/2 (4)
1/4/8 (12)
5/6/7 (13)
4/4/4 (8)
2/2/4 (6)
3/3/4 (7)
3/6/7 (13)
28.6
10.1
1
2
3
4
5
6
7
8
2.7
1.9
Hrs. A.D.*
NOTES:
ft At Completion**
ft At
Laurel Woods Drainage
Lindenwood Drive West and Auten Road
South Bend, Indiana
McCormick Engineering, LLC
5.5
D
---
---
ft While Drilling
1. Weather: Partly Sunny, 55-58°F
2. Used automatic hammer
3. Backfilled with bentonite chips
PROJECT:
ft At
WATER LEVEL DATANE = Not Encountered
CLIENT:
234 N. Ironwood Dr. South Bend, Indiana 46615 Hrs. A.D.***
9/28/2020
9/28/2020
K. Miller
M. Clark
Probe 6620 DT
Drive Casing
Started:
Completed:
Geologist:
Driller:
Drilling Equip.:
Drilling Method:
= No Recovery = Split-Spoon Sample
= Geoprobe = Vane Shear Test
= Grab Sample = Shelby Tube
LEGEND
= Auger
= Core SampleLOI (%)Elevations (ft)RecoveryNumberTypeMoistureContent %BORING AND
SAMPLING NOTES
Strata Depth (ft)SymbolStandardPenetrationTest-Blows/6"(#)= "N" Value
Qp (tsf)SOIL DESCRIPTION, CLASSIFICATION
and USCS or AASHTO GROUP SYMBOL
Depth (ft)DATUM: SURFACE ELEVATION (ft) +/-:
File No.: 4974-352-19-00
Weaver Consultants Group
Sheet 1 of 1
5
10
15
20
25
LOG OF SOIL BORING NO.: B-2
7121 Grape Road, Granger, IN 46530
574-271-3447(Phone)/574-271-3343(Fax)
Location: See Boring Location Plan
WEAVER BLOCK LOG 4974-352-19-00_LAUREL WOODS DRAINAGE.GPJ 9/30/20
0.7
5.5
9.0
15.0
Moist, brown, SAND AND GRAVEL (GP)
Medium dense to loose, FINE TO COARSE
SAND with SILT, trace gravel (SP-SM)
Stiff, gray, layered brown SAND with Gravel,
and gray SILT with Gravel (SP-SM / ML)
Very stiff, gray, SANDY LEAN CLAY, trace
gravel and cobbles (CL)
Boring Terminated at 15 ft
7/7/2 (9)
4/4/4 (8)
3/3/3 (6)
5/4/4 (8)
4/6/7 (13)
8/8/7 (15)
12.4
12.4
1
2
3
4
5
6
3.0
2.6
Hrs. A.D.*
NOTES:
ft At Completion**
ft At
Laurel Woods Drainage
Lindenwood Drive West and Auten Road
South Bend, Indiana
McCormick Engineering, LLC
5 ft While Drilling
1. Weather: Partly Sunny, 55-58°F
2. Used automatic hammer
3. Backfilled with bentonite chips
PROJECT:
ft At
WATER LEVEL DATANE = Not Encountered
CLIENT:
234 N. Ironwood Dr. South Bend, Indiana 46615 Hrs. A.D.***
9/28/2020
9/28/2020
K. Miller
J. Smith
Probe 6620 DT
Drive Casing
Started:
Completed:
Geologist:
Driller:
Drilling Equip.:
Drilling Method:
= No Recovery = Split-Spoon Sample
= Geoprobe = Vane Shear Test
= Grab Sample = Shelby Tube
LEGEND
= Auger
= Core SampleLOI (%)Elevations (ft)RecoveryNumberTypeMoistureContent %BORING AND
SAMPLING NOTES
Strata Depth (ft)SymbolStandardPenetrationTest-Blows/6"(#)= "N" Value
Qp (tsf)SOIL DESCRIPTION, CLASSIFICATION
and USCS or AASHTO GROUP SYMBOL
Depth (ft)DATUM: SURFACE ELEVATION (ft) +/-:
File No.: 4974-352-19-00
Weaver Consultants Group
Sheet 1 of 1
5
10
15
20
25
LOG OF SOIL BORING NO.: B-3
7121 Grape Road, Granger, IN 46530
574-271-3447(Phone)/574-271-3343(Fax)
Location: See Boring Location Plan
WEAVER BLOCK LOG 4974-352-19-00_LAUREL WOODS DRAINAGE.GPJ 9/30/20
0.5
3.0
5.5
7.0
17.0
20.0
**C.I. = 4 ft at completion
Dark brown, silty sand (TOPSOIL: SM)
Medium dense to loose, FINE TO COARSE
SAND, little gravel (SP)
Medium dense, wet, brown and gray, FINE TO
COARSE SAND, little gravel, with cobbles (SP)
Medium dense, wet, brown, FINE TO COARSE
SAND, little gravel (SP)
Stiff, gray, layered brown SAND with Gravel,
and gray SILT with Gravel (SP-SM/ML)
Very stiff, gray, SANDY LEAN CLAY, trace
gravel and cobbles (CL)
Boring Terminated at 20 ft
5/4/2 (6)
2/1/1 (2)
6/7/6 (13)
4/4/7 (11)
2/3/5 (8)
5/3/3 (6)
5/5/6 (11)10.4
1
2
3
4
5
6
7 1.4
Hrs. A.D.*
NOTES:
ft At Completion**
ft At
Laurel Woods Drainage
Lindenwood Drive West and Auten Road
South Bend, Indiana
McCormick Engineering, LLC
5.5
D
---
---
ft While Drilling
1. Weather: Partly Sunny, 55-58°F
2. Used automatic hammer
3. Backfilled with bentonite chips
PROJECT:
ft At
WATER LEVEL DATANE = Not Encountered
CLIENT:
234 N. Ironwood Dr. South Bend, Indiana 46615 Hrs. A.D.***
9/28/2020
9/28/2020
K. Miller
M. Clark
Probe 6620 DT
Drive Casing
Started:
Completed:
Geologist:
Driller:
Drilling Equip.:
Drilling Method:
= No Recovery = Split-Spoon Sample
= Geoprobe = Vane Shear Test
= Grab Sample = Shelby Tube
LEGEND
= Auger
= Core SampleLOI (%)Elevations (ft)RecoveryNumberTypeMoistureContent %BORING AND
SAMPLING NOTES
Strata Depth (ft)SymbolStandardPenetrationTest-Blows/6"(#)= "N" Value
Qp (tsf)SOIL DESCRIPTION, CLASSIFICATION
and USCS or AASHTO GROUP SYMBOL
Depth (ft)DATUM: SURFACE ELEVATION (ft) +/-:
File No.: 4974-352-19-00
Weaver Consultants Group
Sheet 1 of 1
5
10
15
20
25
LOG OF SOIL BORING NO.: B-4
7121 Grape Road, Granger, IN 46530
574-271-3447(Phone)/574-271-3343(Fax)
Location: See Boring Location Plan
WEAVER BLOCK LOG 4974-352-19-00_LAUREL WOODS DRAINAGE.GPJ 9/30/20
Tested By: JJW
Weaver Consultants Group
Granger, Indiana
9/30/2020
(no specification provided)
PL=LL=PI=
D90=D85=D60=
D50=D30=D15=
D10=Cu=Cc=
USCS=AASHTO=
*
Poorly Graded SAND
1"
3/4"
1/2"
3/8"
#4
#8
#16
#30
#50
#100
#200
100.0
100.0
100.0
99.5
95.4
87.3
74.1
52.2
14.2
2.9
2.4
2.8595 2.0458 0.7179
0.5750 0.4075 0.3058
0.2655 2.70 0.87
SP
McCormick Engineering, LLC
Laurel Wood Drainage
4974-352-19-00
Material Description
Atterberg Limits
Coefficients
Classification
Remarks
Source of Sample: Boring 1 Depth: 8.5-10
Sample Number: 4 Date:
Client:
Project:
Project No:Figure
SIEVE PERCENT SPEC.
*PASS?
SIZE FINER PERCENT (X=NO)PERCENT FINER0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE - mm.
0.0010.010.1110100
% +3"Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 4.6 10.8 52.1 30.1 2.46 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report ASTM C 136
Tested By: JJW
Weaver Consultants Group
Granger, Indiana
9/30/2020
(no specification provided)
PL=LL=PI=
D90=D85=D60=
D50=D30=D15=
D10=Cu=Cc=
USCS=AASHTO=
*
Poorly Graded SAND
1"
3/4"
1/2"
3/8"
#4
#8
#16
#30
#50
#100
#200
100.0
100.0
94.6
92.1
83.6
71.7
58.6
40.1
15.3
9.0
4.9
7.6661 5.2012 1.2612
0.8236 0.4622 0.2956
0.1968 6.41 0.86
SP
McCormick Engineering, LLC
Laurel Wood Drainage
4974-352-19-00
Material Description
Atterberg Limits
Coefficients
Classification
Remarks
Source of Sample: Boring 4 Depth: 3.5-5
Sample Number: 2 Date:
Client:
Project:
Project No:Figure
SIEVE PERCENT SPEC.
*PASS?
SIZE FINER PERCENT (X=NO)PERCENT FINER0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE - mm.
0.0010.010.1110100
% +3"Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 16.4 14.8 42.1 21.8 4.96 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report ASTM C 136
Weaver Consultants Group
APPENDIX B
LOG OF SOIL BORING – GENERAL NOTES
UNIFIED SOIL CLASSIFICATION SYSTEM
FIELD EXPLORATION
BORING LOG PREPARATION
LABORATORY TESTING PROCEDURES
W.O.H.
<2
3 - 4
5 - 8
9 - 15
16 - 30
> 30
A.D. -PMT -
BA -QC -
CFA - RC -
C.I. -
CS - RQD -
DP - SPT -
GP - SS -
HA -
Over 8 inches HSA -ST -
8 inches to 3 inches HPR -
3 inches to # 4 sieve (4.75 mm)MR -
#4 sieve to #200 sieve (0.075 mm)NR -WOH -
Passing #200 sieve to 0.005 mm
DD -MD -
LL -pH -
PL -Plastic Limit (%)PID -Photoionization Detector (ppm)
PI -Plasticity Index (%)LOI -
MC -
P200 -QP -
QU -
BF - D@C.I. -
D -NE -
RELATIVE DENSITYSPT "N" VALUE*
Moist Density (pcf)
LOG OF SOIL BORING - GENERAL NOTES
After Drilling
Extremely Dense>60
DRILLING AND SAMPLING
Continuous Flight Auger
Cave-In Depth
Loss-on-Ignition,
Organic Content (%)
Very Loose<3<4
Automatic HammerSafety Hammer
Medium Dense
Dense
Hand Auger
1⅜-in. I.D. Split-Spoon Sample
(2-in. O.D.)
Rock Quality Designation
>80
*Number of blows per foot required to drive a 2-in. O.D. split-spoon sampler using a
140-lb. weight falling freely for 30 in., except where otherwise noted.
Continuous Sampling
3 - 7
8 - 21
22 - 35
Very Dense36 - 60
ABBREVIATIONS
Loose
10 - 29
30 - 50
51 - 80
Dry at Cave-In DepthBackfilled
Calibrated Hand Penetrometer
Reading (tsf)
Organic
SAND or
SILT
Name Organic Content
(% by dry weight)
OH
Not Encountered
5 to 30% Organics
either visible or inferred
ORGANIC CLASSIFICATION BY LOSS-ON-IGNITION 1
Dry
Percentage of Soil Particles,
by dry weight, Passing a No.
200 U.S. Standard Sieve
FINE GRAINED
PEAT (amor-
phous)
Category
OL
WATER LEVEL MEASUREMENTS
Name Group Symbols
No Recovery
SIZE RANGE
Hollow Probe Rod
Mud Rotary
Streaked
Unconfined Compressive
Strength (tsf)
Moisture Content (%)
Geoprobe
Hollow Stem Auger
Standard Penetration Test
ORGANIC
MATTER
Light
Dark
GRADATION DESCRIPTION AND TERMINOLOGY
Gravel
Cobbles
Direct Push
Depend upon inorganic fraction
Organic Content
(% by dry weight)Group Symbols
Less than 5% Organics
combined visible and
inferred
1U.S. Navy, (May 1982), Naval Facilities Engineering Command, Design Manual DM 7.1, "Soil Mechanics," Dept. of Navy, Alexandria, VA.
30 to 75% Organics
either visible or inferred
FIBROUS PEAT
(woody, mats,
etc.)
SOIL
FRACTION
add slightly
Organic
In order to provide uniformity throughout our projects,
the following system has been adopted to describe each soil sample.
Rock, shale and other materials will be described in detail as encountered.
CONSISTENCY OF COHESIVE SOILS RELATIVE DENSITY OF GRANULAR SOILS
4 - 9Very Soft
CONSISTENCYUNCONFINED COMPRESSIVE
STRENGTH, Qu (TSF)"N" VALUE
Soft
Medium Stiff
Stiff
GROUNDWATER LEVELS
Water levels are those observed when borings were drilled, or as noted.
Porosity of soil strata, variations of rainfall, site topography, etc.,
may cause changes in these levels.
Blue
Black
ORGANIC
SOILS
Clayey
ORGANIC
SILT75 to 100 % Organics
either visible or inferred PT
HIGHLY
ORGANIC
SOILS Sandy Peat
SLIGHTLY
ORGANIC
SOILS
Category
DESCRIPTION OF COMPONENT
ALSO PRESENT IN SAMPLE
PERCENT BY
DRY WEIGHT
Trace
PT
Silty Peat
Brown
Gray
Smaller than 0.005 mm
COMPONENTS
Silt
Sand
Boulders
Clay
Soil Alkalinity/AcidityLiquid Limit %
Very Hard
Bucket Auger (3¼-in. O.D.),
except where noted
Mottled
3-in. O.D. Thin-Walled Shelby
Tube Sample, except where
noted
Dry Density (pcf)
COLOR - AS DETERMINED ON THE FRESH, MOIST SAMPLES
PREDOMINATE COLORS
Weight of Hammer
LABORATORY TESTS
< 0.25
0.25 - 0.49
0.50 - 0.99
1.00 - 1.99
Very Stiff
Hard
2.00 - 3.99
4.00 - 8.00
> 8.00
Rock Core with diamond bit NX
size, except where noted
Static Cone Penetrometer
Reading (tsf)
Pressuremeter Test
MODIFYING ADJECTIVES
Vari-colored
SHADES
Yellow
Red
Little
Some
And
1 - 9
10 - 19
20 - 34
35 - 50
Classification
on basis of
percentage of
fines by dry wt.
Well-graded
gravels and
gravel-sand mixtures,
GRAVELS Clean little or no fines < 5% passing
Gravels Poorly-graded #200 sieve =
50% or gravels and GW, GP,
COARSE-more gravel-sand mixtures,SW, SP
of coarse little or no fines
fraction Silty gravels,
retained gravel-sand-silt > 12% passing
SOILS on #4 Gravels mixtures #200 sieve =
sieve w/fines Clayey gravels and GM, GC,
gravel-sand-clay SM, SC
mixtures
More than Well-graded sands
50% retained and gravelly sands,5% to 12%
on No. 200 SANDS Clean little or no fines passing
sieve Sands Poorly-graded sands #200 sieve =
More than and gravelly sands,Borderline
50%little or no fines Classifications
of coarse Silty sands and requiring use of
fraction sand-silt dual symbols
passes Sands mixtures
#4 sieve w/fines Clayey sands and
sand-clay
mixtures
Inorganic silts,
very fine sands,
rock flour, silty
or clayey fine sands
Inorganic clays of
low to medium
plasticity, gravelly
FINE-clays, sandy clays
silty clays, lean clays
Organic silts and
organic silty clays
SOILS of low plasticity
Inorganic silts,
micaceous or
diatomaceous fine
50% or more sands or silts,
passes elastic silts
No. 200 Inorganic clays of
sieve high plasticity
Fat clays
Organic clays of
medium to high
plasticity
Peat, Muck
and other highly
organic soils
than
50%
HIGHLY
ORGANIC
SOILS
ML
CL
UNIFIED SOIL CLASSIFICATION SYSTEM
SILTS
&
CLAYS
SILTS
&
CLAYS
Liquid
Limit
GM
CH
OH
SW
SP
Atterberg limits plot below
"A" line and placticity index
less than 4
Atterberg limits plot above
"A" line and plasticity index
greather than 7
Atterberg limits plot below
"A" line and placticity index
less than 4
Atterberg limits plot above
"A" line and plasticity index
greather than 7
GRAINED
GC
Not meeting both criteria for GW
Not meeting both criteria for SW
Atterberg limits plotting in hatched
area are borderline classificaiton
requireing use of dual symbols
SM
Plasticity Chart
Major Divisions Group
Symbol Typical Names Laboratory Classification Criteria
Atterberg limits plotting in hatched
area are borderline classification
requiring use of dual symbols
GP
GW
PT
GRAINED
SC
OL
MH
Limit
50%
or less
Liquid
greater
𝐶𝑡=𝐶60
𝐶10
𝐺𝑟𝑎𝑎𝑡ℎ𝑎𝑟𝑇ℎ𝑎𝑛6;𝑎𝑛𝑎𝐶𝑎=𝐶30 2
𝐶10 𝑤𝐶60
𝑎𝑎𝑡𝑤𝑎𝑎𝑛1 𝑎𝑛𝑎3
𝐶𝑡=𝐶60
𝐶10
𝐺𝑟𝑎𝑎𝑡𝑎𝑟𝑇ℎ𝑎𝑛4;𝑎𝑛𝑎𝐶𝑎=𝐶30 2
𝐶10 𝑤𝐶60
𝑎𝑎𝑡𝑤𝑎𝑎𝑛1 𝑎𝑛𝑎3
FIELD EXPLORATION PROCEDURES
Standard Penetration Test Soil Borings
General
We wish to point out that the soils actually recovered from our borings for observation and
testing represent a very small percentage of the site soils. Our records depict subsurface
conditions only at specific locations and at the particular time when drilling. Soil conditions at
other locations may differ from conditions occurring at these boring locations. The passage of
time may result in a change in the subsurface soil and groundwater conditions at the boring
locations. The interface between differing subsurface materials on the logs and profiles
represent approximate boundaries. The transition between materials may be gradual. Also,
thin strata that occur between sample depths may be present, but remain undetected by
routine sampling procedures.
Drilling Procedures
Soil borings were performed at the approximate locations shown on the attached boring plan.
The soil borings were advanced by mechanically twisting a continuous steel‐flight, hollow‐stem
auger into the soil. The inside diameter (I.D.) of the hollow‐stem auger is typically 3‐¼ in.
(sometimes a 6‐in. I.D. auger is used, particularly when installing 4‐in. diameter monitoring
wells).
The auger is turned into the ground, which displaces the soil upwards as it advances. Once the
desired sample depth is achieved, the advancement of the hollow‐stem auger is stopped. The
hollow‐stem is then cleaned of any soil and the sampling tools are inserted, and the sampling is
performed. When drilling below the water table in pervious soils, a head of water is maintained
in the hollow‐stem, to prevent a "quick" condition at the auger tip.
Penetration Testing and Split‐Barrel Sampling
Standard Penetration Testing and split‐barrel sampling are normally conducted in the borings to
provide relative density information and soil samples for visual classification and laboratory
testing. The standard split‐barrel (commonly called split‐spoon) sampler is a 2‐in. O.D.,
1.375‐in. I.D., typically 18 to 24 in. long and is connected to an AW or N size drilling rod. The
sampler is then driven into the soil with a force of a 140 lb. hammer free‐falling a distance of 30
in. The number of hammer blows required to drive the sampler into the soil is recorded for
each 6‐in. interval. The sampler is typically driven a total of 18 in., and the last two 6‐in.
interval blow counts are added together and commonly referred to as the "N" value, blow
count or penetration resistance. Representative samples are placed in airtight glass jars and
returned to our laboratory for further observation and testing. Descriptions of the spilt‐barrel
samples and the penetration resistances are shown on the boring logs.
Shelby Tube Sampling Procedure
In the Shelby tube sampling procedure, a thin‐walled steel seamless tube with a sharp cutting
edge is pushed hydraulically into the soil and a relatively undisturbed sample is obtained. This
procedure is generally employed in cohesive soils. The tubes are carefully handled in the field
to avoid excessive disturbance and are returned to the laboratory for extrusion and further
analysis and testing.
Calibrated Pocket Penetrometer Testing
The strength of cohesive soils does not correlate as well as granular materials with the Standard
Penetration Testing described above. Typically, we test split‐barrel samples of cohesive soils
with a calibrated pocket penetrometer in the field. This test involves pushing a spring‐loaded
piston, 0.25‐in. in diameter, into the sample and measuring the spring deflection, which has
been correlated to shear strength. This test is used as a rough approximation method only.
More refined results require undisturbed Shelby tube sampling and laboratory unconfined
compressive strength testing.
Water Level Readings
When the drilling crew notices groundwater or significant variations in soil moisture, they are
recorded on the boring logs. Generally, the level of water at the time of drilling is measured
and recorded. The readings may indicate the approximate level of the hydrostatic water table
at the time of our drilling activities.
Where low permeability soils are encountered, the water seeps into the borings at a slow rate,
and it is generally not possible to establish accurate groundwater level readings in an open
borehole during the drilling operations. If water‐drilling methods are used, a local groundwater
"mound" could be created, taking several days to dissipate. Also, the groundwater level
typically fluctuates on a long‐term or seasonal basis, due to variations in precipitation, surface
run‐off, evaporation, etc. When these long‐term readings are required, piezometers or
monitoring wells are necessary to maintain an open hole.
Boring Log Preparation
The subsurface conditions encountered during drilling are reported on a field log recorded by
the chief driller. The driller's field record contains information concerning the boring method,
samples attempted and recovered, indications of the presence of various materials such as
coarse gravel, cobbles, etc., and observations between samples. Therefore, these records
contain both factual and interpretive information. The field logs are on file in our office.
The soil samples, plus the field logs, are reviewed by a geotechnical engineer, geologist, or
geotechnician. The engineer/geologist/geotechnician then classifies the soil in general
accordance with the Unified Soil Classification System and prepares the final boring logs, which
are the basis for our evaluations and recommendations. The group symbol for each soil type is
indicated in parentheses following the soil descriptions on the boring logs. The final boring logs
represent our interpretation of the contents of the field logs based on the results of the
engineering review and laboratory testing of the field samples. The final boring logs are
included in this section.
K:\Wbgm\Appendices for Geo. Rpts\Field Exploration Appendix\Lab\Lab Testing Proced+Grain-size_MC_Qp.doc_09/24/20 11:41 AM
LABORATORY TESTING PROCEDURES
Representative soil samples were selected and tested in our laboratory in order to check field
classifications and to evaluate pertinent engineering properties. The laboratory testing
program included visual classification of all samples and hand penetrometer tests on all
cohesive samples. In the hand penetrometer test, the unconfined compressive strength of a
cohesive soil is estimated by measuring the resistance of the soil sample to penetration by a
small spring calibrated cylinder. Any additional tests are described below or on the following
sheet(s). Appropriate data obtained from laboratory tests are also included on the respective
boring logs.
A geotechnical engineer classified each soil sample on the basis of texture and plasticity in
accordance with the Unified Soil Classification System (ASTM D 2487 and/or ASTM D 2488).
The group symbol for each soil type is indicated in parentheses following the soil descriptions
on the boring logs. A brief explanation of the Unified System is included with this report.
Data obtained from the field logs and appropriate laboratory tests have been shown on the
boring logs. The procedures used in preparing the final boring logs are described on the sheet
entitled “Field Exploration Procedures.”
It should be noted that the geotechnical engineer grouped the various soil types into the major
zones noted on the boring logs. The stratification lines designating the interfaces between
earthen materials shown on the boring logs and profiles are approximate; in-situ, the
transitions may be gradual.
All samples will be retained in our Granger, Indiana laboratory for a period of thirty (30) days
after which they will be discarded unless other instructions as to their dispos al are received.
Grain Size Tests
Grain-size tests are performed to determine the soil classification and the grain-size
distribution. The soil samples are prepared for testing according to ASTM D 421 (dry
preparation) or ASTM D 2217 (wet preparation). The grain-size distribution of soils coarser
than a No. 200 U.S. Standard sieve (0.074 mm opening) is determined by passing the samples
through a standard set of nested sieves. Materials passing the No. 200 U.S. Standard sieve are
either suspended in water and the grain-size distribution calculated in accordance with ASTM D
422, or are washed over the No. 200 sieve in accordance with ASTM D 1140.
K:\Wbgm\Appendices for Geo. Rpts\Field Exploration Appendix\Lab\Lab Testing Proced+Grain-size_MC_Qp.doc_09/24/20 11:41 AM
Moisture Content Tests
Moisture content tests were performed on selected soil samples. The moisture content has a
significant effect on the strength, compressibility and general behavior of the soil.
Calibrated Pocket (Hand) Penetrometer Testing
This test involves pushing a spring-loaded piston, 0.25-in. in diameter, into the sample and
measuring the spring deflection, which has been correlated to shear strength. This test is used
as a rough approximation method only. More refined results require undisturbed Shelby tube
sampling and laboratory unconfined compressive strength testing.
Weaver Consultants Group
APPENDIX C
GENERAL QUALIFICATION
CONTRACTURAL CONSIDERATIONS
K:\Wbgm\Appendices for Geo. Rpts\Qualifications Apendix\Genqualw.doc
09/30/15 9:35 AM
GENERAL QUALIFICATIONS
This report has been prepared at the request of our client for his use on this project. The work,
including the field work, laboratory testing, and engineering analysis, was performed in
accordance with generally accepted Geotechnical Engineering practices. For this study, we
were not retained to address environmental or land use restriction concerns. This warranty is
in lieu of all other warranties either expressed or implied.
This report may not contain sufficient information for purposes of other parties or other uses.
Should there be any sufficient differences in structural arrangement, loading or location of the
structure, our analysis should be reviewed.
The analysis, conclusions, and recommendations contained in our report are based on site
conditions as they existed at the time of our exploration and further assume that the borings
are representative of the subsurface conditions throughout the site.
If during construction, different subsurface conditions from those encountered during our
exploration are observed or appear to be present beneath excavations, we must be advised
promptly so that we can review these conditions and reconsider our recommendations where
necessary.
If there is a substantial lapse of time between the submission of our report and the start of
work at the site, or if conditions have changed due to natural causes or construction operations
at or adjacent to the site, we urge that our report be reviewed to determine the applicability of
the conclusions and recommendations considering the changed conditions and time lapse.
We urge that we be retained to review those portions of the plans and specifications that
pertain to earthwork and foundations to determine whether they are consistent with our
recommendations. In addition, we are available to observe construction, particularly the
compaction of structural backfill and preparation of the foundations, and such other field
observations as may be necessary.
In order to fairly consider changed or unexpected conditions that might arise during
construction, we recommend the following verbiage to be included in the project contract.
K:\Wbgm\Appendices for Geo. Rpts\Qualifications Apendix\Genqualw.doc
09/30/15 9:35 AM
STANDARD CLAUSE FOR UNANTICIPATED SUBSURFACE CONDITIONS
The owner has had a subsurface exploration performed by a Geotechnical consultant, the
results of which are contained in the consultant’s report. The consultant’s report presents his
conclusions on the subsurface conditions based on his interpretation of the data obtained in
the exploration. The contractor acknowledges that he has reviewed the consultant’s report and
any addenda thereto, and that his bid for earthwork operations is based on the subsurface
conditions as described in that report. It is recognized that a subsurface exploration may not
disclose all conditions as they actually exist and further, conditions may change, particularly
groundwater conditions, between the time of a subsurface exploration and the time of
earthwork operations. In recognition of these facts, this clause is entered in the contract to
provide a means of equitable additional compensation for the contractor if adverse
unanticipated conditions are encountered and to provide a means of rebate to the owner if the
conditions are more favorable than anticipated.
Should the contractor encounter conditions that are different than those anticipated by the
Geotechnical consultant’s report at any time during construction operations, he shall
immediately (within 24 hours) bring this fact to the owner’s attention. If the owner’s
representative on the construction site observes subsurface conditions which are different than
those anticipated by the consultant’s report, he shall immediately (within 24 hours) bring this
fact to the contractor’s attention. Once a fact of unanticipated conditions has been brought to
the attention of either the owner or the contractor, and the consultant has concurred,
immediate negotiations will be undertaken between the owner and the contractor to arrive at
a change in contract price for additional work or reduction in work. The contractor agrees that
the following unit prices would apply for additional or reduced work under the contract. For
changed conditions in which unit prices are not provided, the additional work shall be paid for
on a time and material basis.
R GEISTERE
DNo.
19800330
STATE OF
DN
I AINAPROFES
S
I
ONAL ENGINEERKC
IMROCCM OEL DIV
ADPROJECT TRAFFICSEWERWATER STREET OTHER
PLANS PREPARED BY:PLANS PREPARED FOR:
DEPARTMENT OF PUBLIC WORKS
CITY OF SOUTH BEND, INDIANA
APPROVED BY BOARD OF PUBLIC WORKS
DATE
TABLE OF CONTENTS
RECOMMENDED BY PUBLIC WORKS DEPARTMENT STAFF
DATE
SPECIFICATIONS, LATEST EDITION, TO BE USED WITH THESE PLANS
CITY OF SOUTH BEND, INDIANA PREVAILING CONSTRUCTION STANDARDS &
South Bend, IN 46601
1316 County-City Building
Department of Public Works
City of South Bend, Indiana
F: (574) 232-6868
P: (574) 232-6800
South Bend, IN 46615
234 N. Ironwood Drive
McCormick Engineering, LLC
JOSEPH R. MOLNAR
JORDAN V. GATHERS
MURRAY MILLER
GARY A. GILOT
ELIZABETH A. MARADIK
REVISIONS
McCormick
Engineering
MEMBER
MEMBER
MEMBER
MEMBER
PRESIDENT
TOY VILLA
KARA M. BOYLES, PH.D, P.E.
REBECCA PLANTZ, EI
CONSTRUCTION
CITY ENGINEER
ADMINISTRATION AND DESIGN
PROFESSIONAL ENGINEER No. 19800330
DAVID L. McCORMICK DATE
N
N.T.S.
Project Location
Traffic Control Signage Details13.
Traffic Control Plan12.
Dewatering Plan11.
Restoration Plan10.
Pond Grading Plan9.
Sewer and Pond Cleaning Plan8.
Soil Borings7.
Existing Conditions6.
Existing Conditions5.
Access Control Plan4.
Survey Control Plan3.
General Plan2.
Cover Sheet1.
5/18/2021
PROJECT NAME
City Project No. 121-007
MAINTENANCE PROJECT
LAUREL WOODS
I-80
I-80
CITY LIMITSCITY LIMITSS
T. J
OS
E
P
H VAL
L
E
Y P
KWYU.S. 31WESTERN AVEU.S. 20/LI
NCOLNW
AYMICHIGAN STMAIN STIRELAND RD
LINCOLNWAY
PRAIRE AVE
MIAMI STIRONWOOD DRJOHNSON RD
JACKSON RD
KERN RD
P
ORT
AGE AVESB AVE/S.R. 23
MAYFLOWER RDLOGAN STEDDY STEWING ST
SAMPLE ST
U.S. 20/McKINLEY AVE
OLIVE STJEFFERSON BLVD
TWYCKENHAM DRST. JOSEPH RIVERAUTEN RD
LAUREL RD
T
0
HORIZONTAL
SCALE IN FEET
400
200
General Notes Control of Site
information.
proposed excavation. Visit Indiana811.org for more
contact to reach member utilities to notify them of your
start of their project. Indiana 811 offers a one-point
must call at least two (2) full working days prior to the
engaged in excavation using mechanized equipment
Indiana State Law (IC8-1-26) requires that anyone 2.
work.
utilities prior to any and all construction or fabrication
verify the exact locations of all existing underground
ground evidence was observed. The Contractor shall
is no above ground evidence or for which no above
additional existing underground utilities for which there
not all inclusive or necessarily reliable. There may be
information is provided as general information but is
marks made upon the ground by others). This utility
(including but not limited to: manholes, inlets, poles and
plans are based upon above ground evidence
The location of any underground utilities shown on the 1.
Ph: 574-235-9254
Attn: Liz Horvath
South Bend, IN 46601
227 W. Jefferson Blvd., Ste. 1316
City of South Bend Engineering Department
SANITARY & WATER:
email: bdunlop@aep.com
Ph: 614-552-1893
Attn: Barbara Dunlop
Gahanna, OH 43230
700 Morrison Rd
American Electric Power - Transmission
Ph: 574-236-1658
Attn: Antonio Macias
South Bend, IN 46628
2929 Lathrop St
American Electric Power - Distribution
ELECTRIC:
email: pmgriffin@nisource.com
Ph: 574-800-6132
Attn: Phillip Griffin
South Bend, IN 46601
1039 Pennsylvania
NIPSCO
GAS:
Utility Contacts
thoroughfares and adjacent property.
traffic and pedestrians where his operations abut public
The Contractor shall provide for the safe and orderly passage of 5.
damage of equipment or materials will be granted to the Contractor.
No additional payment or time extension requested due to such
the Contractor which are stored or stockpiled on the project site.
resulting to the equipment or construction materials possessed by
The Owner is not responsible for any damage, flood or otherwise, 4.
barricades, flagmen, etc. at all times of construction operations.
The Contractor shall provide appropriate signage, traffic control, 3.
Representatives access to the site at all times.
The Contractor shall allow the Owner, Engineer or Owner's 2.
to the contract.
deemed necessary by the Contractor or Owner shall be incidental
against dumping. The cost of any additional security measures
of and during working hours. This includes securing the site
site against unauthorized entrance by persons and vehicles outside
It shall be the Contractor's responsibility to secure the construction 1.
Express, UPS, etc.) and emergency access to residents at all times during the project.
Contractor to accomodate trash pick up, deliveries of mail and packages (USPS, Federal 19.
repaired.
resulting from construction activities not scheduled for removal shall be replaced or
and excess material from the site. Damaged trees, shrubs and other landscape features
Throughout construction, the Contractor shall collect and remove all construction debris 18.
considered a part of this Contract.
or accessories necessary to complete this work may not be specifically noted but are
referenced on the Plans, are all to be considered as part of this Contract. Incidental items
Standard Specifications, Construction Plans and subsequent details, including details 17.
placing of material on private property of another requires written authorization.
silt fence. Stockpile locations are to be evaluated an secured by the Contractor. The
create a nuisance or potential erosion hazard. All stockpiles of soil shall be protected by
Disposal of and stockpiling of excess material shall be done in such a way that will not 16.
cause for additional compensation or a change in the scope of work.
adjustments (approved by the Engineer) prior to demolition. Such variation shall not be
responsibility to verify such dimension and details in the field and make necessary
measurements and are subject to nominal variations. It shall be the Contractor's
Existing dimensions and details relative to existing structures have been taken from field 15.
removal, relocation, or replacement.
pavements, roadways, structures, utilities, and underground facilities not designated for
property at the site or adjacent thereto, including houses, trees, shrubs, lawns, walks,
safety and necessary precautions for the safety of all employees, equipment, or other
The Contractor shall be solely responsible for initiating, maintaining, and supervising all 14.
provided in in the Contract Documents.
during construction shall be replaced by the Contractor at their expense, unless otherwise
All signs, fences, and delineators damaged by the Contractor or their Subcontractor 13.
all conflicts prior to start of construction.
telephone, pipelines, etc.) and structures in advance of construction and shall eliminate
The contractor shall locate or have located all existing underground utilities (electric, 12.
contractor's expense.
not in conformance with the specifications is subject to removal and replacement at the
Any work performed without the approval of the City engineer and/or all work and material 11.
The Owner shall be notified 24 hours prior to starting each phase of construction.10.
specifications and standard details.
All construction shall be in accordance with the most current adopted City of South Bend 9.
latest edition and the City of South Bend Department of Public Works Standards.
Contract Documents and applicable sections of the INDOT Standard Specifications,
All excavation, backfilling, grading and compaction shall be in conformance with the 8.
the field prior to bidding, construction, and ordering of materials.
It is the responsibility of the Contractor to verify all dimensions and conditions that exist in 7.
final and conclusive.
meaning of the Construction Plans or Specifications, the decision of the Engineer shall be
risk and expense. In the event of any doubt or questions arising with respect to the true
secure such instruction, the Contractor will be considered to have proceeded at his own
proceeding with any part of the work affected by omissions or discrepancies. Failing to
details, the Contractor shall secure written instruction from the Engineer prior to
Contractor shall assume full responsibility. In the event of disagreement and/or special
immediately report the same to the Engineer before doing any work, otherwise the
discrepancies with what is shown on the Construction Plans, Contractor must
conditions affecting the work with the actual conditions at the job site. If there are
Prior to commencement of construction, the Contractor shall verify all dimensions and 6.
installation. Submittals shall be in accordance with the Contract Documents.
project components shall be submitted to the City for review prior to implementation or
All required shop drawings or product certification information for constructed or supplied 5.
with the Indiana Manual of Uniform Traffic Control Devices (MUTCD), latest edition.
with INDOT Standard Specifications. Traffic control shall be maintained in accordance
all phases of construction. Barricades and warning signs shall be provided in accordance
signs, traffic control devices and warning devices to inform and protect the public during
The Contractor shall be responsible for the installation and maintenance of adequate 4.
additional compensation will be allowed.
the contract for payment, the work shall be considered incidental to the contract and no
Whenever the performance of work is indicated on the plans, and no item is included in 3.
size drawings.
Do not scale dimensions for construction. Scale, if shown, applies only to ANSI B (11x17) 2.
The Contractor shall limit work to the hours and days allowed by the Contract Documents.1.
Survey Feature Legend
email: jason.gilpin@zayo.com
Ph: 260-570-5677
Attn: Jason Gilpin
Ft. Wayne, IN 46808
1710 Directors Row
Zayo Group
Ph: 574-234-6590
Attn: Mary Jan Hedman
South Bend, IN 46601
121 S Michigan St
ChoiceLight
email: Jay_Castello@cable.comcast.com
Ph: 574-252-2561
Attn: Jay Castello
Mishawaka, IN 46545
1920 E. McKinley Highway
Comcast
Ph: 219-972-5687
Attn: Rich Schulte
South Bend, IN 46601
307 S Main St
AT&T Indiana
COMMUNICATIONS
2
T
C
S
ST
C
GM
G
EM
E
E
E
T
T
FO
WM
W
STOP
ARV
RP
FO
Project Location General PlanUtility Notes
CHECKEDCALCULATEDPrepared For:Prepared By:NSPDLMSouth Bend, IN 466011316 County-City BuildingDepartment of Public WorksCity of South Bend, IndianaF: 574-232-6868P: 574-232-6800South Bend, IN 46617401 E. Colfax Ave, Suite 209McCormick Engineering, LLC Laurel Woods Maintenance ProjectMcCormickEngineeringNKiefer Ditch
Kiefer Ditch
Laurel RdAuten Rd
Auten Rd
Lindenwood Dr S Hamlin CtOakland AveW Laurelwod CtLi
nde
nwood Dr WBirchwood LnAshwood CtAsbury CtGatehouse DrLaurelwood Dr
Merrill Ct
Sprucewood Ln
Ambleside Dr
Clean Out
Misc. Manhole
Sanitary Manhole
Catch Basin
Dry Well
Inlet Grate
Storm Manhole
Gas Meter
Gas Valve
Electric Transformer
Cable Pedestal
Electric Meter
Electric Manhole
Electric Pedestal
Guy Anchors
Light Pole
Power Pole
Telephone Handhole
Telephone Manhole
Telephone Pedestal
Yard Light
Water Meter
Water Manhole
Water Valve
Satellite Dish
Flag Pole
Mailbox
Misc. Feature
Post
Sign
Stop Sign
Ornamental Tree
Shrub
Stump
Tree (25"& Up)
Tree (13"-24")
Tree (6"-12")
Tree (Up to 6")
Fire Hydrant
Rocks/Boulders
Chain Link Type Fence
Wood Fence
Telephone Line
Water Line
Cable TV Line
Electric Line
Overhead Line
Gas Line
Storm Line
Sanitary Line
Force Main
Gas Marker
Telephone Marker
Fiber Optic Marker
Legend
Harrison Monument
Electric Marker
Double Post Sign Treeline
Brushline
Bollard
Fiber Optic Line
Air Conditioner Unit
Yard Drain
Roof Drain
Air Release Valve Str.
Curb Stop
Control Point
Fiber Optic Manhole
1
0' Utilit
y, Dr
ai
n
a
g
e & No
n Ac
c
e
s
s Es
mt.
(pe
r
pl
at)
10' Utility, Drainage & Non Access Esmt. (per plat)10' Utilit
y
a
nd Dr
ai
na
ge
Es
mt.
(per
p
l
at
)
1
0' Utilit
y
a
nd Dr
a
i
nage Es
mt.
(pe
r pl
a
t
)50' Wide AMOCO Pipeline EsmtDR 8012661(Drawn per plat)'50.00RP
RP
RP RP
RP RP RP
RP RP RP (NAVD88)
Bolt on Hydrant
South Flange
"x" Set on Top
Elev 699.83
TBM NO. 2
(NAVD88)
Pole #J138/277
Face of Light
Benchtie in SE
Elev 698.85
TBM NO. 3
(NAVD88)
Pole #J138/341
Utility
West Face of
Benchtie in
Elev 699.39
TBM NO. 1
2010132530.
2010132668, 2010132744, 2010132650, 2010132479, 2010132565, and
2010132971, 2010132841, 2010132858, 2010132710, 2010132631,
for this project:
Dig" 811, utility locating service. The following ticket number(s) were assigned
Utility locates were requested on October 13, 2020 utilizing the "Call Before You 2.
should occur without notification of appropriate agencies and utility companies.
based on record information provided by the utility company. No excavation
evidence of above ground features, locations marked in the field by others or
Locations of existing underground utilities shown on this drawing are based on 1.
Utility Notes
NAVD88 datum.
Basis of Elevation is GPS derived utilizing the INCORS Network, 4.
System, East Zone, GPS derived utilizing the INCORS Network.
Horizontal datum is based upon the Indiana State Plane Coordinate 3.
property lines shown are apparent.
based on limited field evidence and limited research. All right-of-way and
This is not a boundary survey. Right-of-way lines and property lines are 2.
in October, 2020.
This topographic survey was performed by Jones Petrie Rafinski, (JPR) 1.
Topographic Survey Notes
B-3
Soil Boring
B-4
Soil Boring
B-2
Soil Boring
B-1
Soil Boring
Control Cap
3/8" Rebar w/
Z:695.71
E:164644.5871
N:2365895.3006
Pnt. No. 1
Control Cap
3/8" Rebar w/
Z:697.18
E:164811.2834
N:2365941.6654
Pnt. No. 3
Control Cap
3/8" Rebar w/
Z:699.50
E:164966.5579
N:2365925.5327
Pnt. No. 4
Control Cap
3/8" Rebar w/
E:165250.1916
N:2366174.4567
Pnt. No. 9
Control Cap
3/8" Rebar w/
E:165220.8652
N:2366320.9792
Pnt. No. 8
Control Cap
3/8" Rebar w/
E:165315.5877
N:2366537.7567
Pnt. No. 11
Control Cap
3/8" Rebar w/
E:165341.7967
N:2366649.3504
Pnt. No. 7
Control Cap
3/8" Rebar w/
Z:696.53
E:164698.4419
N:2366995.1922
Pnt. No. 2
Control Cap
3/8" Rebar w/
E:165059.6780
N:2367029.1051
Pnt. No. 5
Control Cap
3/8" Rebar w/
E:165104.5282
N:2366758.2050
Pnt. No. 6
Auten RoadLindenwood Drive WMer
r
i
l
l
Ct
Laurel RoadLaurel Road
Laurelwood DriveLindenwood Drive S
Lindenwood Drive SBirchwood Lane
Lot 4
Lot 3
Lot 2
Lot 1
Lot 5
Lot 6
Lot 7A
Lot 7B
Lot 22
Lot 23
Lot 66
Lot 65
Lot 64
Lot 63
Lot 61
Lot 11
Lot 10
Lot 9
Lot 12
Lot 13
Lot 14
Lot 67 Lot 68
Lot 69
Lot 8
Laurelwood Dr NRP
RPSTOP
RPSTOP
RPRPRPRPRPRPRP HORIZONTALSCALE IN FEETCHECKED0 CALCULATEDPrepared For:Prepared By:NSPDLMSouth Bend, IN 466011316 County-City BuildingDepartment of Public WorksCity of South Bend, IndianaF: 574-232-6868P: 574-232-6800South Bend, IN 46617401 E. Colfax Ave, Suite 209McCormick Engineering, LLC Laurel Woods Maintenance ProjectMcCormickEngineering3Survey Control Plan10050N
1
0' Utilit
y, Dr
ai
n
a
g
e & No
n Ac
c
e
s
s Es
mt.
(pe
r
pl
at)
10' Utility, Drainage & Non Access Esmt. (per plat)10' Utilit
y
a
nd Dr
ai
na
ge
Es
mt.
(per
p
l
at
)50' Wide AMOCO Pipeline EsmtDR 8012661(Drawn per plat)'50.00 Auten RoadLindenwood Drive WMer
r
i
l
l
Ct
Laurel RoadLaurel Road
Laurelwood DriveLindenwood Drive S
Lindenwood Drive SBirchwood Lane
Lot 4
Lot 3
Lot 2
Lot 1
Lot 5
Lot 6
Lot 7A
Lot 7B
Lot 22
Lot 23
Lot 66
Lot 65
Lot 64
Lot 63
Lot 61
Lot 11
Lot 10
Lot 9
Lot 12
Lot 13
Lot 14
Lot 67 Lot 68
Lot 69
Lot 8
Laurelwood Dr NHORIZONTALSCALE IN FEETCHECKED0 CALCULATEDPrepared For:Prepared By:NSPDLMSouth Bend, IN 466011316 County-City BuildingDepartment of Public WorksCity of South Bend, IndianaF: 574-232-6868P: 574-232-6800South Bend, IN 46617401 E. Colfax Ave, Suite 209McCormick Engineering, LLC Laurel Woods Maintenance ProjectMcCormickEngineering4Access Control Plan10050Kiefer Ditch
Kiefer Ditch
Legend
Construction Dewatering and Site Access
Extended Construction Limits for
Maintenance
Work Limits for Sewer Cleaning and Pond
Overall Limits of Construction (Typ)
Sewer and Pond Cleaning Area (Typ)
Access/Dewatering Area (Typ)
Access/Dewatering Area (Typ)
Access/Dewatering Area (Typ)N
Conc
RP RP RP RP HORIZONTALSCALE IN FEETCHECKED0 CALCULATEDPrepared For:Prepared By:NSPDLMSouth Bend, IN 466011316 County-City BuildingDepartment of Public WorksCity of South Bend, IndianaF: 574-232-6868P: 574-232-6800South Bend, IN 46617401 E. Colfax Ave, Suite 209McCormick Engineering, LLC Laurel Woods Maintenance ProjectMcCormickEngineeringA
pprox. St
orm Li
ne Locati
onCo
nc.Co
n
c.Co
n
c.
G
at
eConc.Co
nc.
Wooded
Area
Wooded
Area
Grass
Grass
Grass
GrassGrass
Grass
Exst.
Bldg.
Exst.
Bldg.
Exst.
Bldg.She
dShe
dShe
dShe
dShedExst.
Pond
Grass
Top/Water 693.15
Top/Sediment 691.44
Sump 691.37
Inv 691.49 - 24" CMP N
Inv 691.25 - 24" RCP S *
Rim 694.64
"H" Inlet Grate #232
SQURE CUT OUT IN PIPE
Inv 692.54 - 24" CMP N/S
Rim 694.61
"G1" Inlet Grate #1730
Top/Water 693.32
Top/Sediment 692.97
Sump 692.47
Inv 692.53 - 15" RCP W
Inv 692.51 - 15" RCP E *
Inv 692.43 - 24" RCP N *
Inv 692.52 - 24" CMP S
Rim 694.97
"G" Inlet Grate #231
Rim 696.63
Beehive #1670
"F1"
No Top/Water
Top/Sediment 694.9
Inv 693.4
"F"24" RCP
No Top/Water
8/15/2019
Buried in Sediment
"E" Approx. End of Pipe
TOP OF DEBRIS 696.4
FULL OF DEBRIS
Rim 698.87
San. Manhole #227
Top/Water 695.01
Sump 693.59
Inv 693.67 - 15"? RCP NE
Inv 693.50 - 12"? RCP W
Inv 693.39 - 18"? RCP S
Rim 696.67
"D" Iron Grate #226
Inv 691.92 - 4" PVC E
Inv 691.01 - 8" PVC N
Inv 691.02 - 8" PVC SW
Inv 691.04 - 8" PVC W
Rim 696.71
San. Manhole #1328
determine pipe size
Str. full of water, Unable to
Top/Sediment 693.95
Top/Water 694.94
Sump 693.71
Rim 695.74
"C" Catch Basin #224
determine pipe size
Str. full of water, Unable to
Top/Water 695.02
Sump 693.58
Inv 693.68
Rim 696.04
"C1N" Catch Basin #225
TOP 688.14 - 8" PVC E
Inv 687.20 - 10" PVC S
Inv 687.18 - 8" PVC NW
Inv 689.91 - 8" PVC E
Rim 696.59
San. Manhole #2061
determine pipe size
Str. full of water, Unable to
Top/Water 694.95
Sump 693.71
Inv 693.68
Rim 695.87
"B" Catch Basin #223
Lindenwood Drive S
Lindenwood Drive SBirchwood Lane
Lot 66
Lot 65
Lot 64
Lot 63
Lot 67
Lot 68
Lot 69
Lot 8
Laurelwood Dr NTSTRPSTRPTTTTTETRPGMSGMTTEMGMEMGMGMGMRP5Existing Conditions4020NMatch Line (See Plan Sheet 6)Limits of Construction (Typ)
HORIZONTALSCALE IN FEETCHECKED0 CALCULATEDPrepared For:Prepared By:NSPDLMSouth Bend, IN 466011316 County-City BuildingDepartment of Public WorksCity of South Bend, IndianaF: 574-232-6868P: 574-232-6800South Bend, IN 46617401 E. Colfax Ave, Suite 209McCormick Engineering, LLC Laurel Woods Maintenance ProjectMcCormickEngineering10' Utilit
y, Dr
a
i
na
g
e & Non Ac
c
e
s
s Es
mt.
(pe
r
p
l
a
t
)10' Ut
ilit
y
a
nd Dr
ai
nage
Es
mt.
(pe
r
pl
at
)10' Ut
ilit
y and Dr
a
i
nage Es
mt.
(per pl
at
)50' Wide AMOCO Pipeline EsmtDR 8012661(Drawn per plat)'50.00RP RP Conc.
Conc.
Conc.
Conc.
Sign
Sign
Sign Gravel
Gravel
Grass
Wooded
Area
Grass
Grass
Grass
Grass
Exst.Bldg.GravelGrass
Grass
Grass Approximte Location of Forcemaindetermine pipe size
Str. full of water, Unable to
Top/Sediment 693.95
Top/Water 694.94
Sump 693.71
Rim 695.74
"C" Catch Basin #224
determine pipe size
Str. full of water, Unable to
Top/Water 695.02
Sump 693.58
Inv 693.68
Rim 696.04
"C1N" Catch Basin #225
TOP 688.14 - 8" PVC E
Inv 687.20 - 10" PVC S
Inv 687.18 - 8" PVC NW
Inv 689.91 - 8" PVC E
Rim 696.59
San. Manhole #2061
determine pipe size
Str. full of water, Unable to
Top/Water 694.95
Sump 693.71
Inv 693.68
Rim 695.87
"B" Catch Basin #223
No Top/Water
Top/Sediment 696.3
Inv 696.0
"A1" 24" CMP
Sump 694.11
Rim 697.11
#1072
ARV Manhole
Sump 694.15
Rim 697.15
#1073
ARV Manhole
No Top/Water
Top/Sediment 696.6
Inv 695.1
"A" 24" CMP
Lindenwood Drive WMer
r
i
l
l Ct
Lot 3
Lot 2
Lot 1
Lot 5
Lot 6
Lot 7A
Lot 7B
Lot 10
Lot 9
Lot 69
Lot 8
Laurelwood Dr NSGTARVGGARVRPRPGTEMTCEM6Existing Conditions4020NAut
en RoadMatch Line (See Plan Sheet 5)B-4
Soil Boring
B-2
Soil Boring
Limits of Construction (Typ)Auten Road
CHECKEDCALCULATEDPrepared For:Prepared By:NSPDLMSouth Bend, IN 466011316 County-City BuildingDepartment of Public WorksCity of South Bend, IndianaF: 574-232-6868P: 574-232-6800South Bend, IN 46617401 E. Colfax Ave, Suite 209McCormick Engineering, LLC Laurel Woods Maintenance ProjectMcCormickEngineering7 Soil Borings
RP RP RP RP Lindenwood Drive S
Lindenwood Drive SLaurelwood Dr NTSTRPSTRPTTTTTETRPGMSGMTTEMGMEMGMGMGMRPHORIZONTALSCALE IN FEETCHECKED0 CALCULATEDPrepared For:Prepared By:NSPDLMSouth Bend, IN 466011316 County-City BuildingDepartment of Public WorksCity of South Bend, IndianaF: 574-232-6868P: 574-232-6800South Bend, IN 46617401 E. Colfax Ave, Suite 209McCormick Engineering, LLC Laurel Woods Maintenance ProjectMcCormickEngineering8Storm Sewer and Pond Cleaning Plan4020N760Total length of Storm Drain Cleaning
4024HG1
524G1G
29024GF1
1024F1F
19018ED
15512DC
3012CC1N
4012CB
Cleaned (LFT)
Length to be
Approx. Sewer
(inches)
Approx. Dia/Size
Structure
Downstream
Structure
Upstream
Storm Drain Cleaning Table
Str H
Str G
Str G1
Str B
Str C1N
Str C
Str D
Str E
Str F
Str F1
Limits of Sewer/Pond Maintenance (Typ)
Water Hydrant
RP RP Lot 68
Lot 69
TTTRPGMSGMTTEMGMGMRP695
691
696
698698 696697698699699
6
9
9699699698697696695695698
697696
6
9
9
698
6986
9
9 697HORIZONTALSCALE IN FEETCHECKED0 CALCULATEDPrepared For:Prepared By:NSPDLMSouth Bend, IN 466011316 County-City BuildingDepartment of Public WorksCity of South Bend, IndianaF: 574-232-6868P: 574-232-6800South Bend, IN 46617401 E. Colfax Ave, Suite 209McCormick Engineering, LLC Laurel Woods Maintenance ProjectMcCormickEngineering92010 Pond Grading Plan165257.918E
2366482.439N
165261.932E
2366499.878N
165277.136E
2366498.131N
165261.716E
2366479.972N
165277.188E
2366489.611N
Pr. Elev 691.0
Pr. Elev 691.0
Pr. Elev 691.0
Pr. Elev 691.0
Pr. Elev 691.0
165269.352E
2366502.850N
Pr. Elev 691.0 NGenerla Plan)
Secure the work area throughout the Project (See Control of Site note on 8.
permanent seeding
Revegetate fenced pond area with topsoil, erosion control blanket and 7.
beehive casting of similar style, size, material and workmanship
Remove and replace existing damaged beehive casting at Str F1 with new 6.
(note: Proposed side slopes are 2.5 (Horizontal) to 1 (Vertical), Typ.
Excavate pond area to a minimum elevation of 691, as shown 5.
Initiate Construction Dewatering activities4.
Determine and expose locations of buried pipe outlet "E" and inlet "F"3.
trees noted on this Sheet to be preserved
Clear the fenced pond area of vegetation and obstructions, except for large 2.
as needed to access and perform the work
Remove and reset existing fence along north boundary of existing pond area 1.
Pond Maintenance Notes:
and proposed surface grades.
Computer modeling indicates approximately 160 cubic yards of cut between existing Note:
Str F
Str E
Str F1
removed and replaced (Typ)
Ex. Beehive Casting to be
Ex. Contour (Typ)
Pr. Contour (Typ)
Pr. Limits of Construction (Typ)
Ex Fence (Typ)
Six-inch depth of No. 2 Stone over geotextile (Typ)
Temporary Construction Entrance, 10' wide,
Ex. Hydrant (Typ)
Remove Ex. Tree (14" DBH)
Preserve Ex. Tree (14" DBH)
Preserve Ex. Tree (18" DBH)
at Temporary Construction Entrance (Typ)
Contractor to Protect Ex. Curb
RP RP Lot 68
Lot 69
TTTRPGMSGMTTEMGMGMRPHORIZONTALSCALE IN FEETCHECKED0 CALCULATEDPrepared For:Prepared By:NSPDLMSouth Bend, IN 466011316 County-City BuildingDepartment of Public WorksCity of South Bend, IndianaF: 574-232-6868P: 574-232-6800South Bend, IN 46617401 E. Colfax Ave, Suite 209McCormick Engineering, LLC Laurel Woods Maintenance ProjectMcCormickEngineeringRestoration Plan201010Co
n
c.Co
n
c.Co
n
c.Co
n
c.
Wooded
Area
Wooded
Area
Grass
Grass
Grass
Exst.
Bldg.She
dShe
dShe
dShe
dExst.
Pond
Grass Nor permanent seeding.
do not receive topsoil, erosion control blanket
submerged on a regular basis in the future and
contour elevation 693 are anticipated to be
seeding. Areas of basin at or below proposed
topsoil, erosion control blanket and permanent
Side slopes of regraded basin to receive 6" Note:
Ex. Fence as needed for access (Typ)
Remove and Reset up to 30 lft
Proposed Limits of Construction (Typ)
Str F1
Str F
Str E
Approx. 650 SYS Seeding, Type U, with Erosion Control Blanket (Typ)
10' Utilit
y, Dr
ai
na
g
e & No
n Ac
c
e
s
s Es
mt.
(pe
r
pl
a
t
)
10' Utility, Drainage & Non Access Esmt. (per plat)10' Ut
ilit
y
a
nd Dr
ai
nage
Es
mt.
(pe
r pl
at
)10' Utilit
y
a
nd Dr
a
i
na
ge Es
mt.
(pe
r pl
a
t
)50' Wide AMOCO Pipeline EsmtDR 8012661(Drawn per plat)'50.00RP RP RP RP RP RP RP RP RP
Auten RoadLindenwood Drive WMer
r
i
l
l Ct
Laurel RoadLaurel Road
Laurelwood DriveLindenwood Drive S
Lindenwood Drive SBirchwood Lane Laurelwood Dr NSSSTRPSTOPGSTSTRPSTOPSGTARVGGARVCSTRPRPTRPTTRPGGMTTTETRPGMSGMTTEMGMEMGMTGMGMRPRPEMTCEMHORIZONTALSCALE IN FEETCHECKED0 CALCULATEDPrepared For:Prepared By:NSPDLMSouth Bend, IN 466011316 County-City BuildingDepartment of Public WorksCity of South Bend, IndianaF: 574-232-6868P: 574-232-6800South Bend, IN 46617401 E. Colfax Ave, Suite 209McCormick Engineering, LLC Laurel Woods Maintenance ProjectMcCormickEngineering118040Dewatering PlanNKiefer Ditch
Kiefer Ditch
Str H
Str G
Str G1
Str F1
Str F
Str E
Str D
Str C
Str C1N
Str B
Crossing Closures (Typ)
See Traffic Control Plan for Street
Crossing Closures (Typ)
See Traffic Control Plan for Street
Dewatering Sump Hole
Construction Dewatering Pump
Secondry Containment
Filter Bag on Leveling Pad with Filter Fabric
Construction Dewatering Outlet (Typ)
Approx 830 lft
Construction Dewatering Discharge Line (Typ)
Approx 30 lft
Pump Intake Line (Typ)
the Project.
Public Streets outside active working hours each day throughout
Dewatering Discharge Line and ramps shall be removed from 6.
edition, for all proposed traffic control measures
The Contractor shall fully comply with the Indiana MUTCD, latest 5.
extent of both ends of any proposed roadway closures.
Contractor shall provide lighted Barricades along the full roadway 4.
throughout the Project.
storm sewer system downstream of existing Str H is prohibited
Discharging of Construction Dewatering activites to the exisitng 3.
exisitng pond will also be required.
Additional pumping from the sewer cleaning activities to the
the intrusion of groundwater and surface waters from Kiefer Ditch.
within the existing sewer system throughout the project to reduce
will require the installation of temporary plugs at various locations
In addtion to the discharge line shown, Construction Dewatering 2.
Dewatering
operation of all equipment needed to provide Construction
Contractor is soley responsible for assessing, supplying and 1.
Construction Dewatering Notes:
Soil Boring B-1
Soil Boring B-2
Soil Boring B-3
Soil Boring B-4
Route Marker Notes
Temporary Traffic Detour
12
Limits of Construction (Typ)Traffic Control Planlight, Type A
Low intensity construction warning
Direction of Traffic
Type III-A Barricade
Construction Sign and Supports
Legendthroughout construction.
access to their properties
residents within Construction Limits
Contractor responsible for providing 3.
fabrication and spacing distances
Comply with MUTCD for sign 2.
Sheet.
see Traffic Control Details Plan
For detour route marker assemblies, 1.
XW20-3
XW20-3
XW20-3
XW20-2
XW20-2
XW20-2
A
B
B
D
R3-1
R3-2B
D
B
B
A
C
R11-2
R11-2
R11-2
R11-2
Type III-A Barricades
Type III-A Barricades 200100HORIZONTALSCALE IN FEETCHECKED0 CALCULATEDPrepared For:Prepared By:NSPDLMSouth Bend, IN 466011316 County-City BuildingDepartment of Public WorksCity of South Bend, IndianaF: 574-232-6868P: 574-232-6800South Bend, IN 46617401 E. Colfax Ave, Suite 209McCormick Engineering, LLC Laurel Woods Maintenance ProjectMcCormickEngineeringN
Kiefer Ditch
Kiefer Ditch
Laurel RdAuten Rd
Auten Rd
Lindenwood Dr S Hamlin CtLindenwood Dr SLi
ndenwood Dr WBirchwood LnAshwood CtAsbury CtGatehouse DrLaurelwood Dr
Merrill Ct
Sprucewood Ln
Ambleside Dr
Laurelwood Dr N W Laurelwod CtLindenwood Dr SAmbleside Dr
Miller Ct
Laurelwood Dr N
13Traffic Control Signage DetailsEND XM 4-6
D-3
A
DETOUR XM 4-8
M3-1 (North) or M3-3 (South)
M5-1 (L or R)
ROUTE MARKER ASSEMBLY
ADVANCE TURN DETOUR
D-3
XM 4-8
M6-1 (L or R)
DETOUR
ROUTE MARKER ASSEMBLY
DIRECTIONAL DETOUR
B
D-3
XM 4-8DETOUR
MARKER ASSEMBLY
END DETOUR ROUTED
ROUTE MARKER ASSEMBLY
CONFIRMING DETOURC
D-3
XM 4-8
M6-1
DETOUR
South
LINDENWOOD DR W
R11-2
XW20-2 XW20-3
AHEAD
CLOSED
ROAD
AHEAD
DETOUR
CLOSED
ROAD
500 FT
CLOSED
ROAD
1000 FT
CLOSED
ROAD
XW20-3-500FT XW20-3-1000FT
END
CONSTRUCTION
XG20-2
M3-1 (North) or M3-3 (South)
M3-1 (North) or M3-3 (South)
M3-1 (North) or M3-3 (South)
LINDENWOOD DR W
LINDENWOOD DR W
LINDENWOOD DR W
R3-1 R3-2
South
South
South CHECKEDCALCULATEDPrepared For:Prepared By:NSPDLMSouth Bend, IN 466011316 County-City BuildingDepartment of Public WorksCity of South Bend, IndianaF: 574-232-6868P: 574-232-6800South Bend, IN 46617401 E. Colfax Ave, Suite 209McCormick Engineering, LLC Laurel Woods Maintenance ProjectMcCormickEngineering