HomeMy WebLinkAboutWater Extension Agreement - Outlines Terms for PW Main Extension at Bracken Fern & Title Sheet – Four Horsemen Ventures, LLC
ELIZABETH A. MARADIK GARY A. GILOT JORDAN V. GATHERS JOSEPH R. MOLNAR
1316 COUNTY-CITY BUILDING
227 W. JEFFERSON BOULEVARD
SOUTH BEND, INDIANA 46601-1830
PHONE 574/ 235-9251
FAX 574/ 235-9171
CITY OF SOUTH BEND JAMES MUELLER, MAYOR
BOARD OF PUBLIC WORKS
February 23, 2021
Mr. Matthew Salamone
Four Horsemen Ventures, LLC
1533 Skippack Pike
Blue Bell, PA 19422
Fourhorsemenventures@gmail.com
RE: Belle Terre Water Extension Agreement
Dear Mr. Salamone:
At its February 23, 2021 meeting, the Board of Public Works approved the above
referenced agreement which outlines the terms for the public sewer and water main extension at
Bracken Fern Court.
Enclosed please find a copy of the agreement for your records.
If you have any further questions regarding this matter, please call this office at (574) 235-9251.
Sincerely,
/s/ Anne Fuchs
Anne Fuchs, Clerk
Enclosures
AF/lh
23rd. February , 2021
EXHIBIT A
DEDICATED IMPROVEMENTS
CITY OF SOUTH BEND, INDIANA PREVAILING SPECIFICATIONS LATEST EDITION,TO BE USED WITH THESE PLANS.RECOMMENDATIONS OF CITY STAFFPLANS PREPARED BY:PLANS PREPARED FOR:BOARD OF PUBLIC WORKSTABLE OF CONTENTSSTANDARD DRAWINGSPROJECTSEWERWATERTRAFFICSTREETOTHERFEBRUARY, 2021SHEETS1 OF 17PROJECTLOCATIONxx2/10/212/10/2102/10/20202/16/2021
X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X
XXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXUG UGUGUGUGUGUGOHE
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30' 60' 90'
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BOARD OF PUBLIC WORKS
AGENDA ITEM REVIEW REQUEST FORM
Date February 15, 2021
Name Kyle Silveus
Department
Engineering
BPW Date February 23, 2021 Phone Extension
Review and Approval Required Prior to Submittal to Board
Diversity Compliance
and Inclusion Officer Officer Name
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: Agreement Ease./Encroach
Required Information
Company or Vendor Name Four Horsemen Ventures, LLC
New Vendor Yes If Yes, Approved by Purchasing
No
MBE/WBE Contractor MBE
WBE Completed E-Verify Form Attached Yes
No
Project Name Belle Terre Water Extension Agreement
Project Number DP19-049
Funding Source N/A
Account No. N/A
Amount N/A
Terms of Contract
Purpose/Description Outlines the terms for a public water main extension in Bracken Fern Court.
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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TYPICAL BRACKEN FERN CROSS SECTION
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LEGAL DESCRIPTION:
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CURB TRANSITION DETAIL
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10"
AN ALLOWABLE "W" OF 30"
WILL BE PERMITTED WHERE
DEPTH OF CUT EXCEEDS
12 FT. AND EXTRA STRENGTH
PIPE IS SPECIFIED.
FLEXIBLE PIPE
MINIMUM OF 4" OF CLASS I,
II, OR III TYPE MATERIAL.
PIPE SHALL BE BEDDED ON A
BE IN FIRM CONTACT WITH
BARREL OF THE PIPE SHOULD
THE LOWER 90 ARC OF THE
UNDISTURBED EARTH.
MAXIMUM WIDTH "W"15"
12"
THESE SHOULD BE NO LARGER THAN NECESSARY TO
SMALL EXCAVATIONS SHOULD BE MADE FOR THE BELLS.
CLEAR THE BELL.
35"
24"
30"
ALLOWABLE MAXIMUM
WIDTH OF TRENCH AT
TOP OF PIPE
GRADE
PIPE DIAM.
6" & SMALLER
8"
"W"
18"
24"
BACKFILL - IN STREETS, ALLEYS, OR PAVED AREAS:
6" LAYERS, SOLIDLY TAMPED TO SUB-GRADE OF
STREET BASE. BACKFILL SHALL BE COMPACTED TO
A MINIMUM OF 98% OF M.D.D. AS DETERMINED BY
MODIFIED PROCTOR TEST.
BACKFILL - IN EASEMENT OR OPEN AREAS:
18" LAYERS SOLIDLY TAMPED-IN-PLACE.
HAND BACKFILLED & HAND
COMPACTED-IN-PLACE,
GRANULAR MATERIAL,
CLASS 1 OR 2
HAND BACKFILLED & HAND
COMPACTED-IN-PLACE,
GRANULAR MATERIAL,
CLASS 1 OR 2
RIGID PIPE PIPE SHALL BE BEDDED
FIRMLY ON UNDISTURBED GROUND.
EXCAVATE FOR BELLS. NO WEIGHT
SHALL BE SUPPORTED BY THE BELLS.
(SEE DETAIL AT RIGHT.)
RIGID PIPE DETAIL
MECHANICALLY TAMPED IN
4" LAYERS USING SUITABLE,
GRANULAR, EXCAVATION
MATERIAL, CLASS 1-3
OUTLET
PIPE
STANDARD CATCH BASIN
10"
18" LAYERS SOLIDLY TAMPED.
OPEN AREAS:
MAXIMUM WIDTH "W"
BACK-FILL - IN EASEMENT OR
15"
18"
24"
21"
12"
35"
39"
45"
42"
24"
30"
ALLOWABLE MAXIMUM
WIDTH OF TRENCH AT
TOP OF PIPE
TO 100% STANDARD PROCTOR
BACKFILL SHALL BE COMPACTED
OR DRIVING AREAS:
6" LAYERS, SOLIDLY TAMPED TO SUB-GRADE
BACK-FILL - IN STREETS, ALLEYS,
OF STREET BASE.
GRADE
PIPE DIAM.
6"
8"
"W"
18"
24"
PIPE TRENCH
CURB TRANSITION DETAIL
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SFSFSFSF SF SFSFUewA Urban land-Brems-Morocco complex 0 to 1
UgvA Urban land-Tyner complex 0 to 1
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LEGAL DESCRIPTION:
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G:\2010\100153.5 Mishawaka Utilities Parking lot\EROSION_IMAGES\SILT FENCE-3.TIF G:\2010\100153.5 Mishawaka Utilities Parking lot\EROSION_IMAGES\SILT FENCE-4.TIF G:\2010\100153.5 Mishawaka Utilities Parking lot\EROSION_IMAGES\SILT FENCE-6.TIF G:\2010\100153.5 Mishawaka Utilities Parking lot\EROSION_IMAGES\SILT FENCE-7.TIF G:\2010\100153.5 Mishawaka Utilities Parking lot\EROSION_IMAGES\CONCRETE WASHOUT-1.TIF
G:\2010\100153.5 Mishawaka Utilities Parking lot\EROSION_IMAGES\CONCRETE WASHOUT-2.TIF G:\2010\100153.5 Mishawaka Utilities Parking lot\EROSION_IMAGES\CONCRETE WASHOUT-3.TIF G:\2010\100153.5 Mishawaka Utilities Parking lot\EROSION_IMAGES\CONCRETE WASHOUT-4.TIF G:\2010\100153.5 Mishawaka Utilities Parking lot\EROSION_IMAGES\CONCRETE WASHOUT-5.TIF G:\2010\100153.5 Mishawaka Utilities Parking lot\EROSION_IMAGES\CONCRETE WASHOUT-6.TIF
TEMPORARY GRAVEL DRIVEEC1
SILT FENCEEC2
SILTSACK DETAILEC3
EXHIBIT B
PERFORMANCE BOND
EXHIBIT C
SYSTEM DEVELOPMENT CHARGES
Estimate Provided On:12/5/2019
Estimate Provided By:C. Brach
Values Unit Type
Single Family Homes # of Unit Types 12 houses
Estimated Flow (gpd) for Single Family Homes 310 per house
Estimated Total Flow for Single Family Homes 3720 gpd
Estimated Total Flow for Belle Terre 3720 gpd
ERU calculation 12.000 ERU
ERU rounddown 12 ERU
Sewer SDC Calculation ($1145 per ERU)
Water SDC Calculation ($475 per ERU)
Estimated Amount Due for Belle Terre
Estimated 10% Discounted Total (Payment in full)
**Estimate is based on projected uses and calculations provided by owner/consultant**
13,740.00$
5,700.00$
(4) For multifamily structures (e.g., apartments, condominiums, mobile home communities), each individual unit shall be
one (1) ERU. For all other types of structures, the ERU calculation shall be based upon the ratio of Average Daily Flow as
computed pursuant to 327 IAC 3-6-11 in relationship to three hundred ten (310) gallons per day. For structures not listed in
327 IAC 3-6-11, the ERU shall be calculated as the relationship between the Average Daily Flow reported in the sewer
capacity certification for the structure and three hundred then (310) gallons per day.
(5) For customers with greater than twenty (20) ERUs as calculated pursuant to subsection (4) of this section, the ERU shall
be adjusted based upon the Peaking Factor as computed herein. The Peaking Factor shall be calculated by dividing
the Peak Daily Flow by the Average Daily Flow, both as reported in the sewer capacity certification. In no event will a
Peaking Factor less than 2.0 be used for purposes of the adjustment described in this subsection. The Peaking Factor
divided by 4.0 (the Peaking Factor for residential connections) will be multiplied by the number of ERUs for purposes of
computing the system development charge owed by the customer. The City Board of Works may execute a contract
with the customer authorizing an increase to the initial System Development Charge based upon actual usage data
that is collected after connection.
19,440.00$
17,496.00$
Estimate for System Development Charges
Belle Terre
South Bend, IN
(1) For purposes of this section "ERU" shall be defined as an equivalent residential unit which means a single family
residence. For purposes of customers that are not single family residences, one (1) ERU shall equal estimated wastewater
flows of three hundred ten (310) gallons per day. No customer will be less than one (1) ERU. There will be no partial ERU's.
The City shall round down to the closest applicable ERU calculation at all times.
(3) System development charges per ERU shall also be collected from existing customers undertaking activities
producing a permanent increase in wastewater flow of greater than three hundred ten (310) gallons per day. This
subsection shall not apply to an existing customer who has, by contract, purchased reserved capacity from the City so
long as the customer's flows remain within the reserved capacity. A permanent increase shall be deemed to have
occurred when the average flow rate for six (6) consecutive months exceeds the current flow rate by at least three
hundred ten (310) gallons per day.
Per the Ordinance of the Common Council of the City of South Bend, System Development Charges are summarized
below from Sections 17-79 and 17-80:
(2) Except as provided in Subsections (5) and (6) of this section, for every new connection to the South Bend Municipal
Sewer Works, a system development charge of one thousand one hundred forty-five dollars ($1,145.00) shall be
collected per ERU and additional portion thereof to be connected. All charges shall be billed by the City at the time the
application for service is filed.
Sec. 17-79. - System Development Charge for Wastewater inside and outside City limits.
(2) Except as provided in Subsections (5) and (6) of this section, for every new connection to the South Bend Municipal
Water Works, a system development charge of five hundred dollars ($500.00) shall be collected per ERU and additional
portion thereof to be connected. All charges shall be billed by the City at the time the application for service is filed.
(3) System development charges per ERU shall also be collected from existing customers undertaking activities
producing a permanent increase in water flow of greater than three hundred ten (310) gallons per day. This subsection
shall not apply to an existing customer who has, by contract, purchased reserved capacity from the City so long as the
customer's flows remain within the reserved capacity. A permanent increase shall be deemed to have occurred when
the average flow rate for six (6) consecutive months exceeds the current flow rate by at least three hundred ten (310)
gallons per day.
(a) The property owner may pay all charges in full prior to time the installation work is commenced. Prepayment of
expenses in advance under this section shall entitle the owner to a ten (10 ) percent discount of the total charge.
Sec. 17-85. - Methods of payment; prepayment with discount; installment plan.
(6) Where a prospective customer seeks to connect a new structure on property which replaces a prior structure of a
similar use what was located on the same property and which was connected to the South Bend Municipal Sewer
Works, no system development charge will be collected. For instance, if the prior structure was a single family structure
and the new structure is to be used as a multi-family structure, a system development charge, as contemplated herein
this section, shall be charged. The Board of Public Works shall make the final determination of whether the new property
structure is a similar use to the prior property structure for the purposes of this subsection.
(4) For multifamily structures (e.g., apartments, condominiums, mobile home communities), each individual unit shall be
one (1) ERU. For all other types of structures, the ERU calculation shall be based upon the ratio of Average Daily Flow as
computed pursuant to 327 IAC 3-6-11 in relationship to three hundred ten (310) gallons per day. For structures not listed in
327 IAC 3-6-11, the ERU shall be calculated as the relationship between the Average Daily Flow reported in the water
capacity certification for the structure and three hundred ten (310) gallons per day.
(5) For customers with greater than twenty (20) ERUs as calculated pursuant to subsection (4) of this section, the ERU shall
be adjusted based upon the Peaking Factor as computed herein. The Peaking Factor shall be calculated by dividing
the Peak Daily Flow by the Average Daily Flow, both as reported in the water capacity certification. In no event will a
Peaking Factor less than 2.0 be used for purposes of the adjustment described in this subsection. The Peaking Factor
divided by 4.0 (the Peaking Factor for residential connections) will be multiplied by the number of ERUs for purposes of
computing the system development charge owed by the customer. The City Board of Works may execute a contract
with the customer authorizing an increase to the initial System Development Charge based upon actual usage data
that is collected after connection.
(6) Where a prospective customer seeks to connect a new structure on property which replaces a prior structure of a
similar use what was located on the same property and which was connected to the South Bend Municipal Water
Works, no system development charge will be collected. For instance, if the prior structure was a single family structure
and the new structure is to be used as a multi-family structure, a system development charge, as contemplated herein
this section, shall be charged. The Board of Public Works shall make the final determination of whether the new property
structure is a similar use to the prior property structure for the purposes of this subsection.
Sec. 17-80. - System Development Charge for Water inside and outside City limits.
(1) For purposes of this section "ERU" shall be defined as an equivalent residential unit which means a single family
residence. For purposes of customers that are not single family residences, one (1) ERU shall equal estimated water flows
of three hundred ten (310) gallons per day. No customer will be less than one (1) ERU. There will be no partial ERU's. The
City shall round down to the closest applicable ERU calculation at all times.
EXHIBIT D
WATER MAIN EASEMENT EXHIBIT