HomeMy WebLinkAboutSewer & Water Service Agreement & Title Sheet - 2240 Prairie Ave. – S&J Real Estate Holdings LLC
ELIZABETH A. MARADIK JOSEPH R. MOLNAR GARY A. GILOT JORDAN V. GATHERS MURRAY L. MILLER
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
October 11, 2022
Mr. Pete Burns
S&J Real Estate Holdings LLC
pdburns@burnsdistributing.com
RE: Sewer and Water Service Agreement
Dear Mr. Burns:
At its October 11, 2022 meeting, the Board of Public Works approved the above
referenced agreement for the utility extension at 2240 Prairie Ave., Project No. DP22-018.
Enclosed please find the original of the agreement for your signature. Please sign and
return the original agreement to lhensley@southbendin.gov. Please retain a copy for your
records.
If you have any further questions, please call this office at (574) 235-9251.
Sincerely,
/s/ Theresa Heffner
Theresa Heffner, Clerk
Enclosures
TH/lh
SEWER AND WATER SERVICE AGREEMENT
This Sewer and Water Service Agreement (“Agreement”) is made on the 11th. day
of October, 2022 by and between S&J Real Estate Holdings LLC, an Indiana limited liability
company, (“Owner”) and the City of South Bend, a municipal corporation existing under the
laws of Indiana, acting by and through its Board of Public Works (“City”) in accordance with
170 I.A.C. 6-1.5-40.
WHEREAS, Owner intends to develop 1.55 acres located at 2240 Prairie Avenue; and
WHEREAS, Owner plans to extend and make additions to existing water and sanitary
sewer systems to serve said development as shown on the Exhibit A, attached and incorporated
hereto (the "Dedicated Improvements"), and desires certain commitments from City; and
WHEREAS, the engineering design for said Dedicated Improvements has been, or will
be, accomplished by competent professional engineers registered and licensed in the State of
Indiana; and
NOW, THEREFORE, in consideration of the obligations, terms and conditions contained
herein, the adequacy of which the parties expressly acknowledge, Owner and the City agree as
follows:
1.Recitals
The parties hereto acknowledge and agree that the foregoing recitals are incorporated
herein as a part of this Agreement.
2.Design
The Owner shall consult the City and allow the City Engineer or her designee input prior
to designating the project engineer who shall be responsible for the engineering design and
inspection in connection with the installation of the Dedicated Improvements (the "Project
Engineer"). The Owner shall inspect the site during construction to ensure the Project Engineer’s
conformance to zoning requirements, adequacy of design, and conformance to the City's
specifications and standards regarding location, size and depth of line, and quality of construction
of the Dedicated Improvements. The Owner shall provide the plans with a City of South Bend
cover sheet and specifications for the Dedicated Improvements along with a cost estimate to the
City. The Owner shall also provide to the City a statement from the Project Engineer certifying
that the materials and workmanship including pipes, bedding, manholes, and other related
materials and work meet the City’s specifications and standards. Upon request of the City, the
certification shall be substantiated by material affidavits from suppliers and by applicable test
results for inflow/infiltration, exfiltration, deflection, pressure, leaks, bacteria, compaction and
other tests required by the City. All construction, engineering, and inspection costs in connection
with the Dedicated Improvements shall be borne by the Owner.
3.Construction Inspection
The Owner has provided the City with Exhibit A, which depicts drawings of the Dedicated
Improvements, which the City acknowledges conforms to the City’s standards. The Owner shall
allow the City to inspect the Dedicated Improvements during construction to ensure conformance
to the agreed standards set forth in Exhibit A, in particular with regard to zoning requirements,
adequacy of design, and quality of construction. The Owner shall contact the City’s Engineering
Department at least two (2) business days in advance to arrange for the attendance of a City
inspector at key milestones throughout work. Key milestones shall include but not limited to:
mandrel deflection testing, sanitary sewer taps, and water main taps. The Owner agrees to perform
any necessary adjustments as reasonably requested by the City to ensure the Dedicated
Improvements are constructed in accordance with Exhibit A.
4.Permits
It shall be Owner’s sole responsibility and expense to obtain any and all permits associated
with the construction and installation of the Dedicated Improvements and to comply with all
applicable laws.
5.Engineer’s Estimate
The Owner has provided an Engineer’s Estimate (See Exhibit B, incorporated herein by
reference and attachment) for the cost to construct the Dedicated Improvements, including but not
limited to, excavation, pipe materials, valves, hydrants, and all other appurtenant materials,
supplies and equipment, permit fees, backfill and bedding, pavement, curbs, sidewalks, signs, and
restoration of the areas within the proposed R.O.W.
6.Performance Bond
Owner shall provide the City with a performance bond for an amount equal to one hundred
twenty–five percent (125%) of the construction cost covering all work performed or to be
performed pursuant to this Agreement. Owner’s failure to provide the performance bond as
prescribed herein shall cause this Agreement to be immediately terminated and of no effect,
without the requirement of notice. The performance bond shall be provided concurrently with the
execution of this Agreement and attached as Exhibit C.
7.Maintenance Bond
Within ten (10) days of City’s acceptance of the Dedicated Improvements, Owner shall
provide the City with a maintenance bond equal to ten percent (10%) of the construction cost
covering all work performed or to be performed pursuant to this Agreement, and such bond shall
remain in effect for three (3) years after dedication as described in Section 9 below.
8.Term
Except as otherwise provided herein, this Agreement shall continue for a period of sixteen
(16) months from the Effective Date of this Agreement, or upon the issuance of the relevant
occupancy permit(s), whichever occurs last.
9.Dedication
Upon completion of the construction of the Dedicated Improvements substantially as
depicted in Exhibit A, the Owner shall also convey an easement and dedicate to the City within
such easement the Dedicated Improvements as public infrastructure. It is understood by the Owner
that no dedication shall be accepted by the City until all required easements have been conveyed,
accepted, and recorded by the City. It is also understood by Owner and the City that water main
and sanitary sewer constructed in previous phases shall be dedicated to the City. The Owner shall
use its best efforts to work with the City to ensure that the Dedicated Improvements are dedicated
to the City in a timely manner.
Additionally, prior to dedication, the following must be satisfied:
a.All parts and labor must meet the standards and requirements stated in the design
specifications as presented to and accepted by the City's Engineering Department.
b.Lien waivers must be received with regard to all workmanship and materials used in
connection with these improvements.
c.The Completion Affidavit must be furnished to Owner by the South Bend, Indiana Board
of Public Works.
d.Owner must provide copies of test reports or cut sheets on all materials supplied.
e.Owner must provide televising DVDs of the Sewer per the City of South Bend
Construction Standards and Specifications 4-4.2.
f.Owner must provide As-Built drawings in accordance with the City of South Bend
Prevailing Specifications for Public Works, which may be found at
https://southbendin.gov/wp-content/uploads/2020/05/Prevailing-Supplemental-
Specifications.pdf
Owner’s failure to comply with this Section 9 shall be a material breach of this Agreement.
10.System Development Charges
Simultaneously with the execution of this Agreement, the Owner shall pay the City a sum
of $5,832.00 (five thousand, eight hundred thirty two dollars and 00/100) for access to the City’s
water and sewer sanitary systems set forth as Exhibit D. For purposes of this Section 10 of the
Agreement, an equivalent residential unit (“ERU”) shall mean a single-family residence. For
purposes of customers that are not single-family residences, one ERU shall equal estimated
wastewater and water flows of 310 gallons per day, respectively. No customer will be less than
one ERU.
For every new connection to the South Bend Municipal Sewer Works, a capital contribution
of $1,145 shall be collected per ERU. For every new connection to the South Bend Municipal
Water Works, a system development charge of four hundred seventy-five dollars ($475.00) shall
be collected per ERU and additional portion thereof to be connected. All charges shall be paid to
the City at the time the application for connection is filed. 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 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 310 gallons per day.
11.Indemnification
Owner agrees and undertakes to indemnify and hold the City, and its respective agents,
employees, successors, and assigns, harmless from any liability, loss, costs, damages or expenses,
including attorneys’ fees, which the City may suffer or incur as a result o f any claims or actions
which may be brought by any person or entity arising out of this Agreement . If any action is
brought against the City or its respective agents, employees, successors, or assigns, in connection
with this Agreement, Owner agrees to defend such action or proceedings at its own expense and
to pay any judgment rendered therein.
12.Insurance
Owner, or Owner’s contractor, at Owner’s sole expense, shall maintain during the term of
this Agreement, commercial general liability insurance covering the Owner and the Dedicated
Improvements in an amount not less than Five Million Dollars ($5,000,000.00) per occurrence.
Owner understands and agrees the amount of insurance does not in any way limit liability under
this agreement to $5,000,000. The Certificate of Insurance shall be provided concurrently with the
execution of this Agreement and attached as Exhibit E.
13.Assignment
This Agreement may not be assigned by the Owner without the express written consent of
the City which such consent may be withheld for any reason. Any violation of this limitation shall
terminate the City’s obligation and forfeit the Owner’s rights under this Agreement.
14.Material Breach
In the event either party breaches any of the provisions set forth herein, the non-breaching
party shall provide written notice of the breach to the breaching party. Upon receipt of the notice,
the breaching party shall use its good faith efforts to cure the breach as soon as practical. In the
event the breach is not cured within a reasonable amount of time, the non -breaching party may
terminate this Agreement and pursue its legal and equitable remedies.
15.Governing Law and Jurisdiction
This Agreement shall be construed and interpreted according to the laws of the State of
Indiana, including, but not limited to, I.C. § 8-1-2-101.5 and 170 I.A.C. 6-1.5 et seq. and/or 170
I.A.C. 8.5-4 et seq. regarding the dispute resolution process of customer complaints, and shall be
enforced in any court of competent jurisdiction in St. Joseph County, Indiana. It is further agreed
that all provisions of law now or hereafter in effect relating to water and sewer service by the City
shall be applicable to this Agreement.
16.Severability
Wherever possible, each provision of this Agreement shall be interpreted in such a manner
as to be effective and valid under applicable law, but if any provision of this Agreement shall be
prohibited by or invalid under applicable law, such provision shall be ineffective only to the extent
of such prohibition or invalidity, without invalidating the remainder of such provision or the
remaining provisions of this Agreement.
17.Waiver
No provision of this Agreement will be deemed waived, unless such waiver will be in
writing and signed by the party against which the waiver is sought to be enforced. The waiver will
not be construed to be a waiver of any succeeding breach of any such provision, a waiver of the
provision itself, or a waiver of any other provisions of this Agreement. No delay or omission on
the part of either party to exercise or avail itself of any right, power, or privilege that it has or may
have under this Agreement will operate as a waiver of any breach or default.
18.Time
Time is of the essence of this Agreement.
19.Entire Agreement
This Agreement sets forth the entire agreement and understanding between the Owner and
the City as to the subject matter hereof, and merges and supersedes all prior discussions,
agreements, and understanding of any and every nature between them.
20.Corporate Authority
The person signing on behalf of the Owner represents that he/she has been duly authorized
to execute this Agreement on behalf of said Owner.
IN WITNESS WHEREOF, the Owner and the City, through their duly authorized
representatives, have caused this Agreement to be executed as of the day and year first written
above. The parties have read and understand the foregoing terms of this Agreement and do, by
their respective signatures hereby agree to its terms.
IN WITNESS WHEREOF, the Owner and the City, through their duly authorized
representatives, have caused this Agreement to be executed as of the date first written above. The
parties have read and understand the foregoing terms of this Agreement and do, by their
respective signatures, hereby agree to its terms.
"OWNER"
By:
Printed:
Title:
October 11, 2022
EXHIBIT A
DEDICATED IMPROVEMENTS
DEBRA S M I TH H
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GHESPROF
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SSIONA L E N G INEERINDIA N AREGISTER
E
DNo.
PE880266
STATE OF
NOTE
SEE CONSTRUCTION PLAN SET FOR 2240 PRAIRIE AVENUE FOR THE
STORM WATER POLLUTION PREVENTION PLAN FOR THIS PROJECT.
CITY OF SOUTH BEND, INDIANA
DEPARTMENT OF PUBLIC WORKS
PROJECT SITE
X X
SANITARY SEWER AND WATER MAIN EXTENSION
2240 PRAIRIE AVENUE
BETWEEN EWING AVENUE AND OLIVE STREET
EXTENSION OF EXISTING 8 IN. DIAM. SANITARY SEWER 113'
NORTHEAST ALONG PRAIRIE AVENUE TOWARD EWING AVENUE.
EXTENSION OF EXISTING 10 IN. DIAM. WATER MAIN 510'
SOUTHWEST ALONG PRAIRIE AVENUE TOWARD OLIVE STREET.
08/31/2022
CITY PROJECT NUMBER DP22-0018
10/7/2022
10/07/2022
10/7/2022
10/07/2022
10/11/2022
October 11, 2022
3" TREE
M
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MH
3" TREE
Concrete
Concrete
B
M
0
4
7
6
-
2
0
2
1
-
1
Asphalt
Lawn
Conc Sidewalk
Prairie Avenue (SR 23) (70' R/W)
33
4
1
M
H
Concrete Sidewalk Concrete Sidewalk
E
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A
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As
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P
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Co
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c
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Asphalt Parking
Asphalt Parking
12" Wide Shrubs
12" Wide Shrubs
12" WideShrubs12" SAN
12" SAN35
5
8
IN
L
E
T
12" STORM
2"
T
R
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E
2"
T
R
E
E
2"
T
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2"
T
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2"
T
R
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EHYD
MH
758.0
E
E
E
E
E
E
E
E
E
E
E
E
T T T
W
W
W
WWWWWW
15+13
10+0010+00 11+00 12+00
13+00
14+00
15+00
21+13
20+0020+00
21+00
SAN MH #1
STA: 21+12.89
RIM: 748.37
8" INV. SW. 740.39
99'- 4" SAN. SERVICE @ 4.10%36'- 4" SAN. SERVICE @ 1.74%HY D
23+43
WATER VALVE
STA: 15+08.15
RIM ELEV.: 758.43
10" TOP SW. 751.93
10" TOP NE. 751.93
WATER VALVE
STA: 23+39.72
RIM ELEV.: 752.56
1" TOP SE. 746.99
1" TOP NW. 746.99
WATER VALVE
STA: 10+00.00
RIM ELEV.: 747.29
10" TOP NE. 741.38
FIRE HYD.
STA: 12+20.91
221' - 10" WATER MAIN31+76
87'- 4" SAN. SERVICE @ 4.00%87'- 4" SAN. SERVICE @ 3.75%6'- 4" SAN. SERVICE @ 94.14%
SAN SEWER #7 - 113' - 8" @ 2.47%
45° BEND
STA: 12+81.33
45° BEND
STA: 12+65.53
45° BEND
STA: 14+55.39
45° BEND
STA: 14+71.80
WATER VALVE
RIM ELEV.: 752.43
PIPE TOP EL: 746.95
WATER VALVE
RIM ELEV.: 752.36
PIPE TOP EL: 746.87
WATER VALVE
RIM ELEV.: 752.28
PIPE TOP EL: 746.72
234' - 10" WATER MAIN
6'- 4" SAN. SERVICE @ 99.42%
5'- 4" SAN. SERVICE @ 110.22%
9'- 4" SAN. SERVICE @ 69.78%
EXIST SAN MH #3341
RIM: 745.42
8" INV. NE. 737.60
12" INV. SW. 736.10
STRUCTURE DETAILS
3341 MANHOLE
RIM 745.42
GRAVEL IN 12" CLAY SW 736.1
INV 12" CLAY S 736.1 (CEMENTED SHUT)
SHELF 736.2
NO OTHER PIPES FOUND
DEBRA S M I TH H
U
GHESPROF
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SSIONA L E N G INEERINDIA N AREGISTER
E
DNo.
PE880266
STATE OF
SITE BENCHMARK
BM 0476-2021-1
CHISELED SQUARE ON SOUTHERN TOP OF CONCRETE
LAMP BASE ON WESTERN SIDE OF DRIVEWAY OF GAS
STATION.
ELEVATION 746.90'
736
738
740
742
744
746
748
750
752
754
756
758
760
762
736
738
740
742
744
746
748
750
752
754
756
758
760
762
9+75 10+00747.3747.45747.5748.1410+50748.1748.83748.7749.4111+00749.2749.63749.8750.3211+50750.6751.42751.1751.5712+00751.8751.94752.7752.8812+50753.6753.82754.3754.5413+00754.6755.113+50756.1756.514+00756.8757.314+50757.6757.815+00758.315+255' MIN. COVER5' MIN. COVEREXISTING PROFILE
WATER TAPPING VALVE
STA: 15+08.15
VALVE RIM: 758.43
EXIST. 10" WATER MAIN
FIRE HYD. #1
STA: 12+20.91WATER VALVE
STA: 10+00.00
RIM ELEV.: 747.29
10" TOP NE. 741.38
4" SAN. SEWER SVC
INV. 745.65
4" SAN. SEWER SVC
INV. 746.57
PROPOSED PROFILE
221' - 10" WATER MAIN
45° BEND
45° BEND
45° BEND
45° BEND
4" SAN. SEWER SVC
INV. 745.86
4" SAN. SEWER SVC
INV. 745.97
31"29"34"
35"1" WATER SERVICE
CONNECTON
234' - 10" WATER MAIN
732
734
736
738
740
742
744
746
748
750
752
754
732
734
736
738
740
742
744
746
748
750
752
754
19+75 20+00745.4746.020+50746.7747.321+00748.021+25
SAN SEWER #7 - 1
1
3
'
-
8
"
@
2
.
4
7
%
SAN MH #1
STA: 21+12.89
RIM: 748.37
8" INV. SW. 740.39
EXIST SAN MH #3341
RIM: 745.42
8" INV. NE. 737.60
12" INV. SW. 736.10 EXISTING PROFILE
4" SAN. SEWER SVC
INV. 739.40
INV. 737.60
HIGH PERFORMANCE
FLEXIBLE CONNECTORS
MEETING ASTM C-923
EXISTING MANHOLE
NEW SANITARY SEWER
SANITARY MANHOLE CONNECTION DETAIL
NO SCALE24 IN. MAX.EXISTING
SAN. SEWER
DRAWING NO.
JOB NO:SHEET OF
DATE OF CERTIFICATION:
SCALE: HORIZONTAL VERTICAL
CAD FILE:
C
info@sam.biz
(574) 266-1010
Fax: (574) 262-3040
3220 Southview Drive
Elkhart, Indiana 46514
www.sam.biz
REVISION:
REVISION:
REVISION:
REVISION:
REVISION:
REVISION:DRAWN BY:Wednesday, August 31, 2022 11:24 AMPrinted:\\saminc\ELK\PROJECTS\1021067463\100\Survey\11Design\Dwg\1021067463-DESIGN.dwgFile Name:Last Saved: Wednesday, August 31, 2022 11:23 AM
1021067463-DESIGN.dwg
ENGINEER:
2022 Surveying & Mapping, LLC
1" = 20'1" = 5'
1021067463 476-21 A-46426BLS
Debra S. Hughes, PE
E
S
W
GRAPHIC SCALE
0
( IN FEET )
1 inch = ft.
20 10 4020 80
20
2 3
08/31/20228.6'5.8'6.3'7.1'6.3'14.4'WATER MAIN LOCATION SHOWN IS APPROXIMATE BASED ON CITY
RECORDS. CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN
LOCATION AND ELEVATION. CONNECT WITH TAPPING SLEEVE AND VALVE
4.0'PAVEMENT REMOVAL AND REPLACEMENT
FOR WATER MAIN CONSTRUCTION
41.1'
12.0'7.0'8.1'5.8'55.7'
PAVEMENT REMOVAL AND REPLACEMENT FOR SANITARY SEWER
CONSTRUCTION. DRIVEWAY TO REMAIN OPEN AT ALL TIMES.4.0'6.2'
CONCRETE CURB REMOVAL AND REPLACEMENT
FOR SANITARY SEWER CONSTRUCTION
5 FT. CONC. WALK 5 FT. CONC. WALK
PAVEMENT REMOVAL AND REPLACEMENT
FOR WATER MAIN CONSTRUCTION.
DRIVEWAY TO REMAIN OPEN AT ALL TIMES.
68.7'4.0'SANITARY SEWER EXTENSION NOTES:
DESIGN SANITARY FLOW RATE REQUIREMENTS FOR COLLECTION SYSTEMS AND WATER
POLLUTION TREATMENT/CONTROL FACILITIES (TITLE 327 OF INDIANA ADMINISTRATIVE
CODE ARTICLE 3 RULE 6 SEC. 11)
1. AVERAGE DESIGN FLOW FOR SHOPPING CENTER IS 0.1 GPD/SQ.FT. OF FLOOR
SPACE, PLUS 20 GPD/EMPLOYEE.
2. AVERAGE DESIGN FLOW = 0.1 GPD/SQ.FT. X 9,463 SQ.FT. + 20 GPD/EMPLOYEE X 16
EMPLOYEES = 1,266 GALLONS/DAY
3. PEAK DESIGN FLOW = PEAK FACTOR X AVERAGE DESIGN FLOW
4. PEAK FACTOR = 4
5. PEAK DESIGN FLOW = 1,266 GPD X 4 = 5,064 GALLONS/DAY
WATER MAIN EXTENSION NOTES:
CALCULATION OF PUBLIC WATER SYSTEM QUANTITY REQUIREMENT STANDARDS FOR
AVERAGE AND PEAK DEMAND CONDITIONS (TITLE 327 OF INDIANA ADMINISTRATIVE
CODE ARTICLE 8 RULE 3.3 SEC. 2)
1. AVERAGE DAILY CONSUMER DEMAND FOR SHOPPING CENTER IS 0.1 GPD/SQ.FT. OF
FLOOR SPACE, PLUS 20 GPD/EMPLOYEE.
2. AVERAGE DAILY CONSUMER DEMAND = 0.1 DPD/SQ.FT. X 9,463 SQ.FT. = 20
GPD/EMPLOYEE X 16 EMPLOYEES = 1,266 GPD
3. PEAK DESIGN FLOW = PEAK FACTOR X AVERAGE DAILY CONSUMER DEMAND + FIRE
FLOW
4. PEAK FACTOR = 2.5
5. FIRE FLOW = 0 GPD
6. PEAK DAILY CONSUMER DEMAND = 1,266 GPD X 2.5 = 3,165 GPD20.7'SANITARY SEWER AND WATER MAIN
PLAN, PROFILE AND DETAIL
SANITARY SEWER AND WATER MAIN EXTENSION
2240 PRAIRIE AVENUE (SR 23), SOUTH BEND, PT. NE 1
4, SEC. 22, T37N,
R2E, PORTAGE TWP., ST JOSEPH CO., INDIANA
CONNECT TO EXISTING
SAN. SEWER MH
CONNECT TO EXISTING
SAN. SEWER MH
CONNECT WITH TAPPING SLEEVE AND VALVE
DEBRA S M I TH H
U
GHESPROF
E
SSIONA L E N G INEERINDIA N AREGISTER
E
DNo.
PE880266
STATE OF
DRAWING NO.
JOB NO:SHEET OF
DATE OF CERTIFICATION:
SCALE: HORIZONTAL VERTICAL
CAD FILE:
C
info@sam.biz
(574) 266-1010
Fax: (574) 262-3040
3220 Southview Drive
Elkhart, Indiana 46514
www.sam.biz
REVISION:
REVISION:
REVISION:
REVISION:
REVISION:
REVISION:DRAWN BY:Wednesday, August 31, 2022 11:24 AMPrinted:\\saminc\ELK\PROJECTS\1021067463\100\Survey\11Design\Dwg\1021067463-DESIGN.dwgFile Name:Last Saved:Wednesday, August 31, 2022 11:23 AM1021067463-DESIGN.dwg
ENGINEER:
2022 Surveying & Mapping, LLC
NONE NONE
1021067463 476-21 A-46426BLS
Debra S. Hughes, PE 3 3
08/31/2022
CITY STANDARD DETAILS
SANITARY SEWER AND WATER MAIN EXTENSION
2240 PRAIRIE AVENUE (SR 23), SOUTH BEND, PT. NE 1
4, SEC. 22, T37N,
R2E, PORTAGE TWP., ST JOSEPH CO., INDIANA
3" TREE
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Concrete
Concrete
B
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Asphalt
Lawn
Conc Sidewalk
Prairie Avenue (SR 23) (70' R/W)
33
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1
M
H
Concrete Sidewalk Concrete Sidewalk
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Asphalt Parking
Asphalt Parking
12" Wide Shrubs
12" Wide Shrubs
12" WideShrubs12" SAN
12" SAN35
5
8
IN
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12" STORM
2"
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2"
T
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2"
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2"
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2"
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EHYD
MH
758.0
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T T T
W
W
W
WWWWWW
15+13
10+0010+00 11+00 12+00
13+00
14+00
15+00
21+13
20+0020+00
21+00
SAN MH #1
STA: 21+12.89
RIM: 748.37
8" INV. SW. 740.39
99'- 4" SAN. SERVICE @ 4.10%36'- 4" SAN. SERVICE @ 1.74%HY D
23+43
WATER VALVE
STA: 15+08.15
RIM ELEV.: 758.43
10" TOP SW. 751.93
10" TOP NE. 751.93
WATER VALVE
STA: 23+39.72
RIM ELEV.: 752.56
1" TOP SE. 746.99
1" TOP NW. 746.99
WATER VALVE
STA: 10+00.00
RIM ELEV.: 747.29
10" TOP NE. 741.38
FIRE HYD.
STA: 12+20.91
221' - 10" WATER MAIN31+76
87'- 4" SAN. SERVICE @ 4.00%87'- 4" SAN. SERVICE @ 3.75%6'- 4" SAN. SERVICE @ 94.14%
SAN SEWER #7 - 113' - 8" @ 2.47%
45° BEND
STA: 12+81.33
45° BEND
STA: 12+65.53
45° BEND
STA: 14+55.39
45° BEND
STA: 14+71.80
WATER VALVE
RIM ELEV.: 752.43
PIPE TOP EL: 746.95
WATER VALVE
RIM ELEV.: 752.36
PIPE TOP EL: 746.87
WATER VALVE
RIM ELEV.: 752.28
PIPE TOP EL: 746.72
234' - 10" WATER MAIN
6'- 4" SAN. SERVICE @ 99.42%
5'- 4" SAN. SERVICE @ 110.22%
9'- 4" SAN. SERVICE @ 69.78%
EXIST SAN MH #3341
RIM: 745.42
8" INV. NE. 737.60
12" INV. SW. 736.10
STRUCTURE DETAILS
3341 MANHOLE
RIM 745.42
GRAVEL IN 12" CLAY SW 736.1
INV 12" CLAY S 736.1 (CEMENTED SHUT)
SHELF 736.2
NO OTHER PIPES FOUND
DEBRA S M I TH H
U
GHESPROF
E
SSIONA L E N G INEERINDIA N AREGISTER
E
DNo.
PE880266
STATE OF
SITE BENCHMARK
BM 0476-2021-1
CHISELED SQUARE ON SOUTHERN TOP OF CONCRETE
LAMP BASE ON WESTERN SIDE OF DRIVEWAY OF GAS
STATION.
ELEVATION 746.90'
736
738
740
742
744
746
748
750
752
754
756
758
760
762
736
738
740
742
744
746
748
750
752
754
756
758
760
762
9+75 10+00747.3747.45747.5748.1410+50748.1748.83748.7749.4111+00749.2749.63749.8750.3211+50750.6751.42751.1751.5712+00751.8751.94752.7752.8812+50753.6753.82754.3754.5413+00754.6755.113+50756.1756.514+00756.8757.314+50757.6757.815+00758.315+255' MIN. COVER5' MIN. COVEREXISTING PROFILE
WATER TAPPING VALVE
STA: 15+08.15
VALVE RIM: 758.43
EXIST. 10" WATER MAIN
FIRE HYD. #1
STA: 12+20.91WATER VALVE
STA: 10+00.00
RIM ELEV.: 747.29
10" TOP NE. 741.38
4" SAN. SEWER SVC
INV. 745.65
4" SAN. SEWER SVC
INV. 746.57
PROPOSED PROFILE
221' - 10" WATER MAIN
45° BEND
45° BEND
45° BEND
45° BEND
4" SAN. SEWER SVC
INV. 745.86
4" SAN. SEWER SVC
INV. 745.97
31"29"34"
35"1" WATER SERVICE
CONNECTON
234' - 10" WATER MAIN
732
734
736
738
740
742
744
746
748
750
752
754
732
734
736
738
740
742
744
746
748
750
752
754
19+75 20+00745.4746.020+50746.7747.321+00748.021+25
SAN SEWER #7 - 1
1
3
'
-
8
"
@
2
.
4
7
%
SAN MH #1
STA: 21+12.89
RIM: 748.37
8" INV. SW. 740.39
EXIST SAN MH #3341
RIM: 745.42
8" INV. NE. 737.60
12" INV. SW. 736.10 EXISTING PROFILE
4" SAN. SEWER SVC
INV. 739.40
INV. 737.60
HIGH PERFORMANCE
FLEXIBLE CONNECTORS
MEETING ASTM C-923
EXISTING MANHOLE
NEW SANITARY SEWER
SANITARY MANHOLE CONNECTION DETAIL
NO SCALE24 IN. MAX.EXISTING
SAN. SEWER
DRAWING NO.
JOB NO:SHEET OF
DATE OF CERTIFICATION:
SCALE: HORIZONTAL VERTICAL
CAD FILE:
C
info@sam.biz
(574) 266-1010
Fax: (574) 262-3040
3220 Southview Drive
Elkhart, Indiana 46514
www.sam.biz
REVISION:
REVISION:
REVISION:
REVISION:
REVISION:
REVISION:DRAWN BY:Wednesday, August 31, 2022 11:24 AMPrinted:\\saminc\ELK\PROJECTS\1021067463\100\Survey\11Design\Dwg\1021067463-DESIGN.dwgFile Name:Last Saved: Wednesday, August 31, 2022 11:23 AM
1021067463-DESIGN.dwg
ENGINEER:
2022 Surveying & Mapping, LLC
1" = 20'1" = 5'
1021067463 476-21 A-46426BLS
Debra S. Hughes, PE
E
S
W
GRAPHIC SCALE
0
( IN FEET )
1 inch = ft.
20 10 4020 80
20
2 3
08/31/20228.6'5.8'6.3'7.1'6.3'14.4'WATER MAIN LOCATION SHOWN IS APPROXIMATE BASED ON CITY
RECORDS. CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN
LOCATION AND ELEVATION. CONNECT WITH TAPPING SLEEVE AND VALVE
4.0'PAVEMENT REMOVAL AND REPLACEMENT
FOR WATER MAIN CONSTRUCTION
41.1'
12.0'7.0'8.1'5.8'55.7'
PAVEMENT REMOVAL AND REPLACEMENT FOR SANITARY SEWER
CONSTRUCTION. DRIVEWAY TO REMAIN OPEN AT ALL TIMES.4.0'6.2'
CONCRETE CURB REMOVAL AND REPLACEMENT
FOR SANITARY SEWER CONSTRUCTION
5 FT. CONC. WALK 5 FT. CONC. WALK
PAVEMENT REMOVAL AND REPLACEMENT
FOR WATER MAIN CONSTRUCTION.
DRIVEWAY TO REMAIN OPEN AT ALL TIMES.
68.7'4.0'SANITARY SEWER EXTENSION NOTES:
DESIGN SANITARY FLOW RATE REQUIREMENTS FOR COLLECTION SYSTEMS AND WATER
POLLUTION TREATMENT/CONTROL FACILITIES (TITLE 327 OF INDIANA ADMINISTRATIVE
CODE ARTICLE 3 RULE 6 SEC. 11)
1. AVERAGE DESIGN FLOW FOR SHOPPING CENTER IS 0.1 GPD/SQ.FT. OF FLOOR
SPACE, PLUS 20 GPD/EMPLOYEE.
2. AVERAGE DESIGN FLOW = 0.1 GPD/SQ.FT. X 9,463 SQ.FT. + 20 GPD/EMPLOYEE X 16
EMPLOYEES = 1,266 GALLONS/DAY
3. PEAK DESIGN FLOW = PEAK FACTOR X AVERAGE DESIGN FLOW
4. PEAK FACTOR = 4
5. PEAK DESIGN FLOW = 1,266 GPD X 4 = 5,064 GALLONS/DAY
WATER MAIN EXTENSION NOTES:
CALCULATION OF PUBLIC WATER SYSTEM QUANTITY REQUIREMENT STANDARDS FOR
AVERAGE AND PEAK DEMAND CONDITIONS (TITLE 327 OF INDIANA ADMINISTRATIVE
CODE ARTICLE 8 RULE 3.3 SEC. 2)
1. AVERAGE DAILY CONSUMER DEMAND FOR SHOPPING CENTER IS 0.1 GPD/SQ.FT. OF
FLOOR SPACE, PLUS 20 GPD/EMPLOYEE.
2. AVERAGE DAILY CONSUMER DEMAND = 0.1 DPD/SQ.FT. X 9,463 SQ.FT. = 20
GPD/EMPLOYEE X 16 EMPLOYEES = 1,266 GPD
3. PEAK DESIGN FLOW = PEAK FACTOR X AVERAGE DAILY CONSUMER DEMAND + FIRE
FLOW
4. PEAK FACTOR = 2.5
5. FIRE FLOW = 0 GPD
6. PEAK DAILY CONSUMER DEMAND = 1,266 GPD X 2.5 = 3,165 GPD20.7'SANITARY SEWER AND WATER MAIN
PLAN, PROFILE AND DETAIL
SANITARY SEWER AND WATER MAIN EXTENSION
2240 PRAIRIE AVENUE (SR 23), SOUTH BEND, PT. NE 1
4, SEC. 22, T37N,
R2E, PORTAGE TWP., ST JOSEPH CO., INDIANA
CONNECT TO EXISTING
SAN. SEWER MH
CONNECT TO EXISTING
SAN. SEWER MH
CONNECT WITH TAPPING SLEEVE AND VALVE
DEBRA S M I TH H
U
GHESPROF
E
SSIONA L E N G INEERINDIA N AREGISTER
E
DNo.
PE880266
STATE OF
DRAWING NO.
JOB NO:SHEET OF
DATE OF CERTIFICATION:
SCALE: HORIZONTAL VERTICAL
CAD FILE:
C
info@sam.biz
(574) 266-1010
Fax: (574) 262-3040
3220 Southview Drive
Elkhart, Indiana 46514
www.sam.biz
REVISION:
REVISION:
REVISION:
REVISION:
REVISION:
REVISION:DRAWN BY:Wednesday, August 31, 2022 11:24 AMPrinted:\\saminc\ELK\PROJECTS\1021067463\100\Survey\11Design\Dwg\1021067463-DESIGN.dwgFile Name:Last Saved: Wednesday, August 31, 2022 11:23 AM
1021067463-DESIGN.dwg
ENGINEER:
2022 Surveying & Mapping, LLC
NONE NONE
1021067463 476-21 A-46426BLS
Debra S. Hughes, PE 3 3
08/31/2022
CITY STANDARD DETAILS
SANITARY SEWER AND WATER MAIN EXTENSION
2240 PRAIRIE AVENUE (SR 23), SOUTH BEND, PT. NE 1
4, SEC. 22, T37N,
R2E, PORTAGE TWP., ST JOSEPH CO., INDIANA
BOARD OF PUBLIC WORKS
AGENDA ITEM REVIEW REQUEST FORM
Date: 10/4/2022
Name: Charlie Brach Department of Public Works – Engineering Division
BPW Date: 10/11/2022 Phone Extension: 9246
Required Prior to Submittal to Board
BPW Attorney X Attorney Name Michael Schmidt
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: Utility Extension
Agreement
Ease./Encroach
Required Information
Company or Vendor Name S&J Real Estate Holdings LLC
New Vendor Yes If Yes, Approved by Purchasing
No
MBE/WBE Contractor MBE
WBE Completed E-Verify Form Attached Yes
No
Project Name 2240 Prairie
Project Number DP22-018
Funding Source N/A
Account No. PR/PO # N/A
Amount N/A
Terms of Contract N/A
Special Contract Provisions N/A
Purpose/Description Sewer and Water Extension Agreement for 2240 Prairie
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:
3" TREE
M
H
T
MH
3" TREE
Concrete
Concrete
B
M
0
4
7
6
-
2
0
2
1
-
1
Asphalt
Lawn
Conc Sidewalk
Prairie Avenue (SR 23) (70' R/W)
33
4
1
M
H
Concrete Sidewalk Concrete Sidewalk
E
w
i
n
g
A
v
e
n
u
e
As
p
h
a
l
t
P
a
v
e
m
e
n
t
Co
n
c
r
e
t
e
Asphalt Parking
Asphalt Parking
12" Wide Shrubs
12" Wide Shrubs
12" Wide Shrubs12" SAN
12" SAN35
5
8
IN
L
E
T
12" STORM
2"
T
R
E
E
2"
T
R
E
E
2"
T
R
E
E
2"
T
R
E
E
2"
T
R
E
EHYD
MH
758.0
E
E
E
E
E
E
E
E
E
E
E
E
T T T
W
W
W
WWWWWW
15+13
10+0010+00 11+00 12+00
13+00
14+00
15+00
21+13
20+0020+00
21+00
SAN MH #1
STA: 21+12.89
RIM: 748.37
8" INV. SW. 740.39
99'- 4" SAN. SERVICE @ 4.10%36'- 4" SAN. SERVICE @ 1.74%HY D
23+43
WATER VALVE
STA: 15+08.15
RIM ELEV.: 758.43
10" TOP SW. 751.93
10" TOP NE. 751.93
WATER VALVE
STA: 23+39.72
RIM ELEV.: 752.56
1" TOP SE. 746.99
1" TOP NW. 746.99
WATER VALVE
STA: 10+00.00
RIM ELEV.: 747.29
10" TOP NE. 741.38
FIRE HYD.
STA: 12+20.91
221' - 10" WATER MAIN31+76
87'- 4" SAN. SERVICE @ 4.00%87'- 4" SAN. SERVICE @ 3.75%6'- 4" SAN. SERVICE @ 94.14%
SAN SEWER #7 - 113' - 8" @ 2.47%
45° BEND
STA: 12+81.33
45° BEND
STA: 12+65.53
45° BEND
STA: 14+55.39
45° BEND
STA: 14+71.80
WATER VALVE
RIM ELEV.: 752.43
PIPE TOP EL: 746.95
WATER VALVE
RIM ELEV.: 752.36
PIPE TOP EL: 746.87
WATER VALVE
RIM ELEV.: 752.28
PIPE TOP EL: 746.72
234' - 10" WATER MAIN
6'- 4" SAN. SERVICE @ 99.42%
5'- 4" SAN. SERVICE @ 110.22%
9'- 4" SAN. SERVICE @ 69.78%
EXIST SAN MH #3341
RIM: 745.42
8" INV. NE. 737.60
12" INV. SW. 736.10
STRUCTURE DETAILS
3341 MANHOLE
RIM 745.42
GRAVEL IN 12" CLAY SW 736.1
INV 12" CLAY S 736.1 (CEMENTED SHUT)
SHELF 736.2
NO OTHER PIPES FOUND
DEBRA S M I TH H
U
GHESPROF
E
SSIONA L E N G INEERINDIA N AREGISTER
E
DNo.
PE880266
STATE OF
SITE BENCHMARK
BM 0476-2021-1
CHISELED SQUARE ON SOUTHERN TOP OF CONCRETE
LAMP BASE ON WESTERN SIDE OF DRIVEWAY OF GAS
STATION.
ELEVATION 746.90'
736
738
740
742
744
746
748
750
752
754
756
758
760
762
736
738
740
742
744
746
748
750
752
754
756
758
760
762
9+75 10+00747.3747.45747.5748.1410+50748.1748.83748.7749.4111+00749.2749.63749.8750.3211+50750.6751.42751.1751.5712+00751.8751.94752.7752.8812+50753.6753.82754.3754.5413+00754.6755.113+50756.1756.514+00756.8757.314+50757.6757.815+00758.315+255' MIN. COVER5' MIN. COVEREXISTING PROFILE
WATER TAPPING VALVE
STA: 15+08.15
VALVE RIM: 758.43
EXIST. 10" WATER MAIN
FIRE HYD. #1
STA: 12+20.91WATER VALVE
STA: 10+00.00
RIM ELEV.: 747.29
10" TOP NE. 741.38
4" SAN. SEWER SVC
INV. 745.65
4" SAN. SEWER SVC
INV. 746.57
PROPOSED PROFILE
221' - 10" WATER MAIN
45° BEND
45° BEND
45° BEND
45° BEND
4" SAN. SEWER SVC
INV. 745.86
4" SAN. SEWER SVC
INV. 745.97
31"29"34"
35"1" WATER SERVICE
CONNECTON
234' - 10" WATER MAIN
732
734
736
738
740
742
744
746
748
750
752
754
732
734
736
738
740
742
744
746
748
750
752
754
19+75 20+00745.4746.020+50746.7747.321+00748.021+25
SAN SEWER #7 - 1
1
3
'
-
8
"
@
2
.
4
7
%
SAN MH #1
STA: 21+12.89
RIM: 748.37
8" INV. SW. 740.39
EXIST SAN MH #3341
RIM: 745.42
8" INV. NE. 737.60
12" INV. SW. 736.10 EXISTING PROFILE
4" SAN. SEWER SVC
INV. 739.40
INV. 737.60
HIGH PERFORMANCE
FLEXIBLE CONNECTORS
MEETING ASTM C-923
EXISTING MANHOLE
NEW SANITARY SEWER
SANITARY MANHOLE CONNECTION DETAIL
NO SCALE24 IN. MAX.EXISTING
SAN. SEWER
DRAWING NO.
JOB NO:SHEET OF
DATE OF CERTIFICATION:
SCALE: HORIZONTAL VERTICAL
CAD FILE:
C
info@sam.biz
(574) 266-1010
Fax: (574) 262-3040
3220 Southview Drive
Elkhart, Indiana 46514
www.sam.biz
REVISION:
REVISION:
REVISION:
REVISION:
REVISION:
REVISION:DRAWN BY:Wednesday, August 31, 2022 11:24 AMPrinted:\\saminc\ELK\PROJECTS\1021067463\100\Survey\11Design\Dwg\1021067463-DESIGN.dwgFile Name:Last Saved:Wednesday, August 31, 2022 11:23 AM1021067463-DESIGN.dwg
ENGINEER:
2022 Surveying & Mapping, LLC
1" = 20'1" = 5'
1021067463 476-21 A-46426BLS
Debra S. Hughes, PE
E
S
W
GRAPHIC SCALE
0
( IN FEET )
1 inch = ft.
20 10 4020 80
20
2 3
08/31/20228.6'5.8'6.3'7.1'6.3'14.4'WATER MAIN LOCATION SHOWN IS APPROXIMATE BASED ON CITY
RECORDS. CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN
LOCATION AND ELEVATION. CONNECT WITH TAPPING SLEEVE AND VALVE
4.0'PAVEMENT REMOVAL AND REPLACEMENT
FOR WATER MAIN CONSTRUCTION
41.1'
12.0'7.0'8.1'5.8'55.7'
PAVEMENT REMOVAL AND REPLACEMENT FOR SANITARY SEWER
CONSTRUCTION. DRIVEWAY TO REMAIN OPEN AT ALL TIMES.4.0'6.2'
CONCRETE CURB REMOVAL AND REPLACEMENT
FOR SANITARY SEWER CONSTRUCTION
5 FT. CONC. WALK 5 FT. CONC. WALK
PAVEMENT REMOVAL AND REPLACEMENT
FOR WATER MAIN CONSTRUCTION.
DRIVEWAY TO REMAIN OPEN AT ALL TIMES.
68.7'4.0'SANITARY SEWER EXTENSION NOTES:
DESIGN SANITARY FLOW RATE REQUIREMENTS FOR COLLECTION SYSTEMS AND WATER
POLLUTION TREATMENT/CONTROL FACILITIES (TITLE 327 OF INDIANA ADMINISTRATIVE
CODE ARTICLE 3 RULE 6 SEC. 11)
1.AVERAGE DESIGN FLOW FOR SHOPPING CENTER IS 0.1 GPD/SQ.FT. OF FLOOR
SPACE, PLUS 20 GPD/EMPLOYEE.
2.AVERAGE DESIGN FLOW = 0.1 GPD/SQ.FT. X 9,463 SQ.FT. + 20 GPD/EMPLOYEE X 16
EMPLOYEES = 1,266 GALLONS/DAY
3.PEAK DESIGN FLOW = PEAK FACTOR X AVERAGE DESIGN FLOW
4.PEAK FACTOR = 4
5.PEAK DESIGN FLOW = 1,266 GPD X 4 = 5,064 GALLONS/DAY
WATER MAIN EXTENSION NOTES:
CALCULATION OF PUBLIC WATER SYSTEM QUANTITY REQUIREMENT STANDARDS FOR
AVERAGE AND PEAK DEMAND CONDITIONS (TITLE 327 OF INDIANA ADMINISTRATIVE
CODE ARTICLE 8 RULE 3.3 SEC. 2)
1.AVERAGE DAILY CONSUMER DEMAND FOR SHOPPING CENTER IS 0.1 GPD/SQ.FT. OF
FLOOR SPACE, PLUS 20 GPD/EMPLOYEE.
2.AVERAGE DAILY CONSUMER DEMAND = 0.1 DPD/SQ.FT. X 9,463 SQ.FT. = 20
GPD/EMPLOYEE X 16 EMPLOYEES = 1,266 GPD
3.PEAK DESIGN FLOW = PEAK FACTOR X AVERAGE DAILY CONSUMER DEMAND + FIRE
FLOW
4.PEAK FACTOR = 2.5
5.FIRE FLOW = 0 GPD
6.PEAK DAILY CONSUMER DEMAND = 1,266 GPD X 2.5 = 3,165 GPD20.7'SANITARY SEWER AND WATER MAIN
PLAN, PROFILE AND DETAIL
SANITARY SEWER AND WATER MAIN EXTENSION
2240 PRAIRIE AVENUE (SR 23), SOUTH BEND, PT. NE 1
4, SEC. 22, T37N,
R2E, PORTAGE TWP., ST JOSEPH CO., INDIANA
CONNECT TO EXISTING
SAN. SEWER MH
CONNECT TO EXISTING
SAN. SEWER MH
CONNECT WITH TAPPING SLEEVE AND VALVE
DEBRA S M I TH H
U
GHESPROF
E
SSIONA L E N G INEERINDIA N AREGISTER
E
DNo.
PE880266
STATE OF
DRAWING NO.
JOB NO:SHEET OF
DATE OF CERTIFICATION:
SCALE: HORIZONTAL VERTICAL
CAD FILE:
C
info@sam.biz
(574) 266-1010
Fax: (574) 262-3040
3220 Southview Drive
Elkhart, Indiana 46514
www.sam.biz
REVISION:
REVISION:
REVISION:
REVISION:
REVISION:
REVISION:DRAWN BY:Wednesday, August 31, 2022 11:24 AMPrinted:\\saminc\ELK\PROJECTS\1021067463\100\Survey\11Design\Dwg\1021067463-DESIGN.dwgFile Name:Last Saved:Wednesday, August 31, 2022 11:23 AM1021067463-DESIGN.dwg
ENGINEER:
2022 Surveying & Mapping, LLC
NONE NONE
1021067463 476-21 A-46426BLS
Debra S. Hughes, PE 3 3
08/31/2022
CITY STANDARD DETAILS
SANITARY SEWER AND WATER MAIN EXTENSION
2240 PRAIRIE AVENUE (SR 23), SOUTH BEND, PT. NE 1
4, SEC. 22, T37N,
R2E, PORTAGE TWP., ST JOSEPH CO., INDIANA
EXHIBIT B
ENGINEER’S ESTIMATE
NO ITEM QTY UNIT UNIT PRICE AMOUNT
1 Construction Engineering 1 LUMP $ 4,000.00 $ 4,000.00
2 CPM Schedule 1 LUMP $ 1,000.00 $ 1,000.00
3 Mobilization and Demobilization 1 LUMP $ 5,000.00 $ 5,000.00
4 Sanitary Sewer, 8 inch SDR35 PVC 113 L.F. $ 17.34 $ 1,959.03
5 Sanitary Sewer, Manhole 1 EACH $ 2,372.47 $ 2,372.47
6 Sanitary Sewer, Frame and Cover 1 EACH $ 554.06 $ 554.06
7 INDOT #8 Stone 80 CYS $ 53.90 $ 4,312.27
8 Flowable Fill 1 LUMP $ 600.93 $ 600.93
9 Sanitary Sewer, Core and Boot Existing Manhole 1 EACH $ 961.49 $ 961.49
10 Sanitary Sewer, Video Inspection 1 LUMP $ 4,807.44 $ 4,807.44
11 Water Main, 10 inch Ductile Iron 525 L.F. $ 62.50 $ 32,812.29
12 Water Main, Valve Box 2 EACH $ 632.51 $ 1,265.02
13 Water Main, Gate Valve 2 EACH $ 1,932.74 $ 3,865.48
14 INDOT #8 Stone 12 CYS $ 53.71 $ 644.47
15 Water Main, Fittings 76 LB $ 54.36 $ 4,131.24
16 Water Main, Hydrant 1 EACH $ 6,682.54 $ 6,682.54
17 P.C. Concrete 5 CYS $ 372.06 $ 1,860.32
18 Water Main, Pressure Tap Existing Water Main 1 EACH $ 5,580.96 $ 5,580.96
19 Hot Mix Asphalt, Removal and Replacement 78.89 SYS $ 54.38 $ 4,290.00
TOTAL 86,700.00$
2240 Prairie Avenue Public Right of Way Work
Engineer's Estimate
10/3/2022
EXHIBIT C
PERFORMANCE BOND
EXHIBIT D
SYSTEM DEVELOPMENT CHARGE
Estimate Provided On:8/30/2022
Estimate Provided By:C. Brach
Values Unit Type
Retail # of Unit Types 8982 sf
Estimated Flow (gpd) for Retail 0.1 per sf
Estimated Total Flow for Retail 898.2 gpd
Retail # of Unit Types 20 employees
Estimated Flow (gpd) for Retail 20 per employee
Estimated Total Flow for Retail 400 gpd
Estimated Total Flow for 2240 Prairie 1298 gpd
ERU calculation 4.188 ERU
ERU rounddown 4 ERU
Sewer SDC Calculation ($1145 per ERU)
Water SDC Calculation ($475 per ERU)
Estimated Amount Due for 2240 Prairie
Estimated 10% Discounted Total (Payment in full)
Estimate for System Development Charges
2240 Prairie
South Bend, IN
Per the Ordinance of the Common Council of the City of South Bend, System Development Charges are summarized
below from Sections 17-79 and 17-80:
6,480.00$
5,832.00$
**Estimate is based on projected uses and calculations provided by owner/consultant**
4,580.00$
1,900.00$
EXHIBIT E
CERTIFICATE OF INSURANCE