HomeMy WebLinkAboutSewer and Water Service Agreement - Extension Utilities for Eddy Street Phase III Grocery Store – KRG Eddy Street Land IIIBOARD OF PUBLIC WORKS
AGENDA ITEM REVIEW REQUEST FORM
Date 3/16/20
Name Sue Ellen Doudrick Department DPW
BPW Date 3/23/21 Phone Extension 3057
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: Utility Extension
Agreement
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 Eddy and Howard Street Sewer Relocation and Water Main Loop
Project Number DP 20-020
Funding Source n/a
Account No. n/a
Amount n/a
Terms of Contract n/a
Purpose/Description Utility Extension Agreement for the Eddy Street Phase III Grocery Store
development which is private development that requires the extension of
utilities (water main loop and sanitary sewer relocation) to serve the site.
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:
SEWER AND WATER SERVICE AGREEMENT
This Sewer and Water Service Agreement (“Agreement”) is made on the ____ day of
_____, 2021 by and between KRG Eddy Street Land III, LLC, its successors and assigns
(“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”).
WHEREAS, Owner intends to develop approximately 3 acres between Howard Street and
Corby Boulevard west of South Bend Avenue for a grocery store and commercial use
development; and
WHEREAS, Owner plans to extend and make additions to existing water and relocate and
abandon an existing sanitary sewer system 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. 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 area planning requirements, adequacy of design, and conformance to the City's
specifications and standards regarding location, size and depth of line, capacity and arrangement
of lift stations, 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 an engineer’s estimate to the City (plans provided as Exhibit B). The
Owner shall also provide to the City a statement from the Project Engineer certifying that the
materials and workmanship including pipes, bedding, thrust blocks, valves, fire hydrants,
manholes, lift station equipment 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.
The Owner understands the proposed development, along with the recently constructed
Eddy Street Phases I and II developments, that vehicular traffic surrounding the site is expected to
increase. The Owner is committed to coordination with the City and its consultants and contractors
to accommodate the planned improvements to the right-of-way. Such coordination of construction
elements shall not unreasonably increase costs to the Owner or the City.
2. Construction Inspection
The Owner has provided the City with Exhibit B, 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, in particular with regard to area planning 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 the
following key milestones: water main construction, sewer construction, sewer abandonment,
mandrel deflection testing, sanitary sewer taps, and water main taps. The Owner agrees to perform
any necessary adjustments as reasonably required by the City Engineer (or her designee) in her
sole discretion, as a result of such inspections.
3. 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. Permits for the project are
included as Exhibit C.
4. Engineer’s Estimate
The Owner has provided an Engineer’s Estimate (See, Exhibit D, 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, restoration of the areas
impacted by construction to a condition the sam e as or better than existed prior to construction,
and any other work required for the System.
5. Performance Bond
The Owner shall provide the City with a performance bond for an amount equal to one hundred
twenty–five percent (125%) of the engineer’s estimate covering all work performed or to be
performed pursuant to this Agreement. Upon the approval of the City of South Bend, Indiana
Board of Public Works Project Completion Affidavit (the “Completion Affidavit”), the obligation
to maintain the Performance Bond shall cease without any further action or confirmation required
from City. The performance bond is included as Exhibit E.
6. 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 hard 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 8 below.
7. System Development Charges
Simultaneously with the execution of this Agreement, the Owner shall pay the City a sum of
$10,260 for access to the City’s water and sewer sanitary systems. For purposes of this Section 7
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 $1,145.00 shall be collected per ERU. For every new connection to the South Bend Municipal
Water Works, a system development charge of four hundred and 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.
For customers with greater than 20 ERUs, 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 and water capacity certifications .
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 capital contribution owed
by the customer. The City reserves the right to require an additional capital contribution should
Owner’s flow rate exceed the predicted level. Such additional capital contribution will be based
on the proportional share of Owner’s use of the City's water and/or sewer sanitary system.
The receipt of the System Development Charge and Utility Verification Fee is provided in
Exhibit F, incorporated herein by reference and attachment.
8. Dedication
Owner understands the completion of the Dedicated Improvements and the dedication to
the City is a requirement for the successful completion of the project. Upon completion of the
construction of said Dedicated Improvements, Owner and City shall cooperate in good faith to
ensure that said Dedicated Improvements are accepted by the City in a timely manner; provided
that Owner shall not be required to incur any additional liability or any material cost in connection
with such dedication. City’s acceptance of the Dedicated Improvements and/or any easements
required in connection therewith shall not be unreasonably conditioned, withheld or delayed. City
acknowledges that Owner is a ground lessee, not the fee simple owner, of the property being
developed, and that any easements required by City must be approved by the University of Notre
Dame Du Lac (“University”). Owner shall use commercially reasonable efforts to secure any
required easements from University, with good faith cooperation from the City, so long as the
owner is not required to undertake any additional and unreasonable liability or obligation and does
not incur any unreasonable cost. 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 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 Board of Public Works.
d. Owner must provide copies of test reports or cut sheets on all materials supplied.
e. 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/2018/07/SBN-Spec-Stand-FINAL-062618-
REV-2_BPWSignature.pdf
9. Term
Except as otherwise provided herein, the term of this Agreement shall continue from the
Effective Date listed above until the earlier of: (a) all of Owner’s obligations under this Agreement
have been satisfied, including but not limited to, City review and approval of “As -Builts” and
dedication of the System to the City, or (b) August 1, 2021, unless otherwise approved by the City
Board of Public Works.
10. 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 of any claims or actions
which may be brought by any person or entity arising solely out of Owner’s construction of the
Dedicated Improvements in accordance with this Agreement. If any action is brought against the
City or its respective agents, employees, successors, or assigns, seeking to recover for any loss,
costs, damages or expenses incurred solely in connection with owner’s construction of the
Dedicated Improvements in accordance with this Agreement, Owner agrees to defend such action
or proceedings at its own expense and to pay any judgment rendered therein.
11. Insurance
Owner, at Owner’s sole expense, shall maintain during the term of this Agreement commercial
general liability insurance covering the Company and the Activity in an amount not less than Five
Million Dollars ($5,000,000.00) per occurrence. Owner agrees to include the City as an additional
insured on any such policy and produce to the City a certificate of insurance evidencing the same
upon receipt of City’s written request. Notwithstanding anything in this Agreement to the contrary,
the City does not waive any governmental immunity or liability limitations available to it under
Indiana law, and notwithstanding any provisions of this Agreement to the contrary, in no event
shall Owner be liable to City for any amount (whether as a result of insured event, pursuant to any
indemnity provided by Owner hereunder, or otherwise) in excess of the maximum liability of City
under applicable law (including, without limitation, the Indiana Tort Claims Act). Owner may
terminate the insurance required hereunder upon the successful dedication of the Dedicated
Improvements to City. The certificate of insurance is provided as Exhibit G.
12. Assignment
This Agreement may not be assigned by the Owner without the express written consent of the
City, which such consent may not be unreasonably withheld, conditioned or delayed.
13. Governing Law
This Agreement shall be construed and interpreted according to the laws of the State of 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.
14. Severability
If any provision of this Agreement is held by a court of competent jurisdiction to be invalid
or unenforceable, such unenforceable provision shall be deemed severed from the remainder of
this Agreement and shall not cause the remainder of this Agreement to be invalid or
unenforceable. If any provision, or any portion of any provision, of this Agreement is deemed
invalid due to its scope or breath, such provision shall be deemed valid to the extent of the scope
or breadth permitted by law.
15. 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.
16. 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.
(Remainder of page intentionally left blank)
DocuSign Envelope ID: 37FB9474-EF8B-440A-806D-8C760F85DC2C3/22/2021President & Chief Operating OfficerThomas McGowan
EXHIBIT A
DEDICATED IMPROVEMENTS
EDDY STREETHOWARD STREETS
O
U
T
H
B
E
N
D
A
V
ECORBY STREETRETAILPAD SITEDNPREMISESEDDY STREET COMMONS PH IIISOUTH BEND, INDIANAEXHIBIT BPREMISESR-0000011805PREMISES1
EXHIBIT B
EDDY PHASE III PLANS:
EDDY AND HOWARD WATER MAIN LOOP AND SEWER RELOCATION PLANS
2/19/20212/19/202102/19/20212/19/2021
T3
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T3
MH: 20
T3
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T3
MH: 20
DN
5.71%T3
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T3
MH: 20
DN
5.71%T3
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T3
MH: 20
↑
PROPOSED LAYOUT
361 STORMTECH MC-4500 CHAMBERS
46 STORMTECH MC-4500 END CAPS
12 STONE ABOVE (in)
9 STONE BELOW (in)
35 % STONE VOID
64547 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED)
16242 SYSTEM AREA (ft²)
588 SYSTEM PERIMETER (ft)
PROPOSED ELEVATIONS
741.59 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED)
737.09 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC)
736.59 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC)
736.59 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT)
736.59 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT)
735.59 TOP OF STONE
734.59 TOP OF MC-4500 CHAMBER
731.51 24" TOP MANIFOLD INVERT
729.78 24" ISOLATOR ROW CONNECTION INVERT
729.59 BOTTOM OF MC-4500 CHAMBER
728.84 UNDERDRAIN INVERT
728.84 BOTTOM OF STONE
DN
5.71%T3
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T3
MH: 20
NOTES
·MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE.
·DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL
PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD.
·THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS
RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY
BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED.
24" X 24" ADS N-12 TOP MANIFOLD
INVERT 23.05" ABOVE CHAMBER BASE
(SEE NOTES)
INSPECTION PORT (TYP 4 PLACES)
STRUCTURE CB-29 PER PLAN W/ELEVATED BYPASS MANIFOLD
MAXIMUM INLET FLOW 28.5 CFS
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)
ISOLATOR ROW
(SEE DETAIL / TYP 4 PLACES)
PLACE MINIMUM 17.5' OF ADS GEOSYNTHETICS 315WTM WOVEN
GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET
FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS
24" PARTIAL CUT END CAP, PART# MC4500IEPP24T OR MC4500IEPP24TW
TYP OF ALL MC-4500 24" TOP CONNECTIONS
24" PARTIAL CUT END CAP, PART# MC4500IEPP24B OR MC4500IEPP24BW
TYP OF ALL MC-4500 24" BOTTOM CONNECTIONS AND ISOLATOR ROWS
24" X 24" ADS N-12 TOP MANIFOLD
MAXIMUM INLET FLOW 33.1 CFS
INVERT 23.05" ABOVE CHAMBER BASE
(SEE NOTES)
24" X 24" ADS N-12 TOP MANIFOLD
INVERT 23.05" ABOVE CHAMBER BASE
(SEE NOTES)
24" X 24" ADS N-12 TOP MANIFOLD
INVERT 23.05" ABOVE CHAMBER BASE
(SEE NOTES)
STRUCTURE CB-16 PER PLAN
W/ELEVATED BYPASS MANIFOLD
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)
STRUCTURE CB-18 PER PLAN
W/ELEVATED BYPASS MANIFOLD
MAXIMUM INLET FLOW 19.0 CFS
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)
STRUCTURE CB-8 PER PLAN
W/ELEVATED BYPASS MANIFOLD
MAXIMUM INLET FLOW 28.5 CFS
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)
STRUCTURE CB-14 PER PLAN
W/ELEVATED BYPASS MANIFOLD
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)
112.24'
77.92'21.57'
54
.29
'31.87'62.07'88.85'
81.94'46.67'44.67'54.50'54.75'32.59'
27.55'
PROPOSED LAYOUT
361 STORMTECH MC-4500 CHAMBERS
46 STORMTECH MC-4500 END CAPS
12 STONE ABOVE (in)
9 STONE BELOW (in)
35 % STONE VOID
64547 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED)
16242 SYSTEM AREA (ft²)
588 SYSTEM PERIMETER (ft)
PROPOSED ELEVATIONS
741.59 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED)
737.09 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC)
736.59 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC)
736.59 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT)
736.59 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT)
735.59 TOP OF STONE
734.59 TOP OF MC-4500 CHAMBER
731.51 24" TOP MANIFOLD INVERT
729.78 24" ISOLATOR ROW CONNECTION INVERT
729.59 BOTTOM OF MC-4500 CHAMBER
728.84 UNDERDRAIN INVERT
728.84 BOTTOM OF STONE
PLEASE NOTE:
1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN,
CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".
2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY
COMPACTOR.
3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT
COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF
LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
NOTES:
1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION
CHAMBERS" CHAMBER CLASSIFICATION 60x101
2.MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL
STORMWATER COLLECTION CHAMBERS".
3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF
FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5.REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.
·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”.
·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE
GREATER THAN OR EQUAL TO 500 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C),
CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE
TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE
PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT
PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE
TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm)
ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT
SUBBASE MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR
PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS
LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10
BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
PROCESSED AGGREGATE MATERIALS.
B
EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS
FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER
ABOVE.
CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 4
A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE
SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3
24"
(600 mm) MIN*
7.0'
(2.1 m)
MAX
12" (300 mm) MIN100" (2540 mm)
12" (300 mm) MIN
12" (300 mm) MIN 9"
(230 mm) MIN
D
C
B
A
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 30" (750 mm).
60"
(1525 mm)
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 9" (230 mm) MIN
PERIMETER STONE
(SEE NOTE 6)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
MC-3500
END CAP SUBGRADE SOILS
(SEE NOTE 4)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
**THIS CROSS SECTION DETAIL REPRESENTS
MINIMUM REQUIREMENTS FOR INSTALLATION.
PLEASE SEE THE LAYOUT SHEET(S) FOR
PROJECT SPECIFIC REQUIREMENTS.
MC-4500 TECHNICAL SPECIFICATION
NTS
PART #STUB B C
MC4500REPE06T 6" (150 mm)42.54" (1.081 m)---
MC4500REPE06B ---0.86" (22 mm)
MC4500REPE08T 8" (200 mm)40.50" (1.029 m)---
MC4500REPE08B ---1.01" (26 mm)
MC4500REPE10T 10" (250 mm)38.37" (975 mm)---
MC4500REPE10B ---1.33" (34 mm)
MC4500REPE12T 12" (300 mm)35.69" (907 mm)---
MC4500REPE12B ---1.55" (39 mm)
MC4500REPE15T 15" (375 mm)32.72" (831 mm)---
MC4500REPE15B ---1.70" (43 mm)
MC4500REPE18TC
18" (450 mm)
29.36" (746 mm)---MC4500REPE18TW
MC4500REPE18BC ---1.97" (50 mm)
MC4500REPE18BW
MC4500REPE24TC
24" (600 mm)
23.05" (585 mm)---MC4500REPE24TW
MC4500REPE24BC ---2.26" (57 mm)
MC4500REPE24BW
MC4500REPE30BC 30" (750 mm)---2.95" (75 mm)
MC4500REPE36BC 36" (900 mm)---3.25" (83 mm)
MC4500REPE42BC 42" (1050 mm)---3.55" (90 mm)
NOTE: ALL DIMENSIONS ARE NOMINAL
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)100.0" X 60.0" X 48.3" (2540 mm X 1524 mm X 1227 mm)
CHAMBER STORAGE 106.5 CUBIC FEET (3.01 m³)
MINIMUM INSTALLED STORAGE*162.6 CUBIC FEET (4.60 m³)
WEIGHT 130.0 lbs.(59.0 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)90.2" X 59.4" X 30.7" (2291 mm X 1509 mm X 781 mm)
END CAP STORAGE 35.7 CUBIC FEET (1.01 m³)
MINIMUM INSTALLED STORAGE*108.7 CUBIC FEET (3.08 m³)
WEIGHT 135.0 lbs.(61.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS,
12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY.
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
END CAPS WITH A WELDED CROWN PLATE END WITH "C"
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
BUILD ROW IN THIS DIRECTION
CUSTOM PRECORED INVERTS ARE
AVAILABLE UPON REQUEST.
INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE
AND 15-48" (375-1200 mm)
ECCENTRIC MANIFOLDS. CUSTOM
INVERT LOCATIONS ON THE MC-4500
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN 'B'
ARE THE HIGHEST POSSIBLE FOR
THE PIPE SIZE.
VALLEY
STIFFENING RIB
CREST
STIFFENING RIB CREST
WEB
UPPER JOINT
CORRUGATION
FOOT
LOWER JOINT CORR.
B
C
52.0"
(1321 mm)
48.3"
(1227 mm)
INSTALLED
60.0"
(1524 mm)
100.0" (2540 mm)90.2" (2291 mm)
59.4"
(1509 mm)
30.7"
(781 mm)
INSTALLED
35.1"
(891 mm)
MC-SERIES END CAP INSERTION DETAIL
NTS
NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL
FOR A PROPER FIT IN END CAP OPENING.
MANIFOLD HEADER
MANIFOLD STUB
STORMTECH END CAP
MANIFOLD HEADER
MANIFOLD STUB
12" (300 mm)
MIN SEPARATION
12" (300 mm) MIN INSERTION
12" (300 mm)
MIN SEPARATION
12" (300 mm)
MIN INSERTION
INSPECTION & MAINTENANCE
STEP 1)INSPECT ISOLATOR ROW FOR SEDIMENT
A.INSPECTION PORTS (IF PRESENT)
A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B.ALL ISOLATOR ROWS
B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE
i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS
A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C.VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
NOTES:
1.INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER
CORRUGATION VALLEY.
2.ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED (4" PVC NOT
PROVIDED BY ADS).
CONNECTION DETAIL
NTS
8"
(200 mm)
4" (100 mm)
SCHED 40 PVC
COUPLING
4" (100 mm)
SCHED 40 PVC
4" (100 mm)
SCHED 40 PVC
CORE 4.5" (114 mm) Ø
HOLE IN CHAMBER
(4.5" HOLE SAW REQ'D)
ANY VALLEY
LOCATION
STORMTECH CHAMBER
8" NYLOPLAST INSPECTION PORT
BODY (PART# 2708AG4IPKIT) OR
TRAFFIC RATED BOX W/SOLID
LOCKING COVER
CONCRETE COLLAR
PAVEMENT
12" (300 mm) MIN WIDTH
CONCRETE SLAB
6" (150 mm) MIN THICKNESS
4" PVC INSPECTION PORT DETAIL
NTS
CONCRETE COLLAR NOT REQUIRED
FOR UNPAVED APPLICATIONS
4" (100 mm)
SCHED 40 PVC
CATCH BASIN
OR
MANHOLE
MC-4500 ISOLATOR ROW DETAIL
NTS
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM PURE INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
COVER PIPE CONNECTION TO END CAP WITH ADS
GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-4500 CHAMBER
OPTIONAL INSPECTION PORT
MC-4500 END CAP
24" (600 mm) HDPE ACCESS PIPE REQUIRED USE
FACTORY PRE-CORED END CAP
PART #: MC4500REPE24BC OR MC4500REPE24BW
TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
DN
5.71%T3
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T3
MH: 20
DN
5.71%T3
MH: 20
T3
MH: 20
T3MH: 20T5MH: 20T5MH: 20T3MH: 20T5MH: 20
T3MH: 20T5MH: 20T5MH: 20T3MH: 20T5MH: 20T3MH: 20
DN
5.71%T3
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T3
MH: 20
GENERAL LANDSCAPE NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL PRIVATE
AND PUBLIC ON SITE UTILITIES PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL SITE CONDITIONS WHICH MAY EFFECT THE
LANDSCAPE PLANT MATERIALS AND SITE AMENITY INSTALLATION. CONTRACTOR ALSO MUST NOTIFY LANDSCAPE
ARCHITECT OF CONDITIONS THAT MAY BE DETRIMENTAL TO HEALTHY PLANT DEVELOPMENT, OR MAY CAUSE VOID
TO PLANT WARRANTY.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL LANDSCAPE MATERIALS IN ACCORDANCE
WITH THE LATEST EDITION OF THE "USA STANDARD FOR NURSERY STOCK", PUBLISHED BY THE AMERICAN ASSOCIATION
OF NURSERY MEN, INC.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR A MINIMUM OF (1) YEAR GUARANTEE FOR ALL PLANT MATERIALS FROM
THE DATE OF SUBSTANTIAL COMPLETION. ANY DEAD PLANT MATERIALS SHALL BE REPLACED WITH MATERIAL EQUAL
IN SIZE AND QUALITY AS LISTED IN THE MASTER PLANT LIST. ALL COST FOR REPLACING PLANT MATERIALS WITHIN THE
GUARANTEE PERIOD WILL BE AT THE RESPONSIBILITY OF THE CONTRACTOR.
5. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH OTHER WORK DISCIPLINES TO ENSURE
NO CONFLICT BETWEEN WORK TYPES.
6. ALL DECIDUOUS TREES AND EVERGREEN TREES SHALL BE BALLED AND BURLAP UNLESS OTHERWISE NOTED.
7. ALL SHRUBS MAY BE CONTAINER GROWN OR BALLED AND BURLAP.
8. THE CALIPER SIZE LISTED ON THE MASTER PLANT LIST INDICATES THE DIAMETER OF THE TRUNK TAKEN AT 6" ABOVE
THE GROUND LEVEL.
9. SPACE PLANT MATERIALS AS INDICATED ON MASTER PLANT LIST OR PER PROPER HORTICULTURAL
METHODS.
10. CONTRACTOR SHALL PROVIDE A TWO YEAR STRAIGHTENING GUARANTEE IN LIEU OF STACKING AND GUYING TREES.
11. CONTRACTOR SHALL VERIFY QUANTITIES OF PROPOSED PLANT MATERIALS AND SITE AMENITIES SHOW ON THE
MASTER MATERIALS LIST AND PLANS. IF A DISCREPANCY APPEARS, THE ACTUAL COUNT ON THE PLANS SHALL
PREVAIL.
12. KEEP BALLED AND CONTAINER PLANT MATERIAL WATERED UNTIL THEY ARE PLANTED. IF PLANTS CANNOT BE PLANTED
IMMEDIATELY, THEY SHOULD BE HEELED IN AND COVERED WITH MULCH UNTIL TIME OF PLANTING.
13. CONDUCT SOILS TEST TO VERIFY FERTILITY OF TOPSOIL. AMEND SOIL IF PH IS LESS THAN 5.0 OR GREATER THAN 7.5.
MAKE OTHER ADJUSTMENTS AS SOIL ANALYSIS INDICATES. ALL FINE GRADE SOIL PREPARATION OF PLANTINGAND
LAWN AREAS SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE SPECIFIED .
14. TOPSOIL DEPTH TO BE A MINIMUM OF 6" IN ALL PLANTING BEDS AND 3" IN LAWN AREAS. GENERAL CONTRACTOR IS TO SUPPLY
TOPSOIL TO THESE STANDARDS AND PROVIDE FINISH GRADE. LANDSCAPE CONTRACTOR TO PROVIDE FINAL GRADE FOR SEED
APPLICATION AND PLANT MATERIAL INSTALLATION. TOPSOIL TO BE CLEAN FRIABLE LOAM FROM LOCAL SOURCE AND FREE FROM
STONES AND DEBRIS OVER 3/4" IN DIAMETER. TOPSOIL MUST BE FREE FROM TOXINS AND HERBICIDES.
15. LANDSCAPE BEDS SHALL BE DEFINED BY COMMERCIAL GRADE 5" BLACK VINYL EDGING, PRODUCED BY AN
ESTABLISHED MANUFACTURER OR APPROVED EQUAL.
16. LANDSCAPE BEDS TO RECEIVE 3"- 4" INDUSTRY STANDARD SHREDDED HARDWOOD BARK MULCH.
17. ALL TREES NOT INCORPORATED INTO THE LANDSCAPE BEDS ARE TO RECEIVE A 3' RADIUS MULCH RING, 3" DEEP.
18. APPLY PRE-EMERGENT HERBICIDE TO ALL LANDSCAPE BEDS PRIOR TO MULCHING.
19. HYDROSEED: INSTALL HYDROSEED PER COMMON INDUSTRY STANDARDS WHERE INDICATED ON PLANS.
SEED MIXTURE:
37.50% PERENIIAL RYE
31.00% KENTUCKY BLUE
31.50% CREEPING RED FESCUE
20. ALL LANDSCAPE & LAWN AREAS SHALL BE 100% IRRIGATED. IRRIGATION CONTRACTOR SHALL INSTALL ALL REQUIRED IRRIGATION
STRUCTURES, PIPES, TAPS, VALVES, WIRING, BACK FLOW PREVENTERS, METERS, ETC. ALL UNDER PAVEMENT SLEEVES SHALL BE
COORDINATED AND INSTALLED PRIOR TO PAVEMENT INSTALLATION BY THE SITE CONTRACTOR. ALL IRRIGATION PLANS ARE TO BE
DESIGN BY A CERTIFIED IRRIGATION DESIGNER AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY INSTALLATION.
DN
5.71%T3
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
0.8 0.5 0.5 0.7 0.8 0.9 0.8 0.7 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3
1.6 1.4 1.3 1.4 1.0 0.8 1.1 1.3 1.3 1.2 1.1 1.0 1.0 1.1 1.3 1.4 1.5 1.4 1.2 1.0 0.4 0.3
5.0 3.9 3.0 2.2 1.7 1.6 1.3 1.6 1.9 1.8 1.6 1.4 1.5 1.7 2.4 3.3 3.8 4.0 3.7 2.9 2.0 1.2 0.9 0.5 0.3
0.3 1.7 5.0 7.1 7.0 3.9 2.7 2.3 2.2 2.2 2.2 2.6 2.3 1.9 1.7 1.7 2.1 3.2 5.2 7.6 8.2 6.8 4.4 2.5 1.5 1.0 0.6 0.3 0.2
0.3 0.6 0.9 3.0 7.0 9.0 7.2 5.0 3.1 2.3 2.1 2.2 2.6 2.9 3.1 2.8 2.2 1.8 1.7 1.9 2.8 5.0 7.5 8.2 6.4 3.6 2.1 1.3 0.9 0.6 0.4 0.2
0.5 0.9 1.8 3.2 4.8 4.9 3.7 2.5 1.6 1.4 1.6 2.1 2.7 3.3 3.4 3.0 2.3 1.8 1.4 1.3 1.2 1.6 2.1 2.2 1.7 1.2 0.9 0.9 0.8 0.7 0.4
0.7 1.0 1.7 2.3 2.7 2.2 1.5 0.9 0.8 0.9 1.2 1.8 2.4 2.9 3.0 2.7 2.1 1.6 1.2 0.9 0.6 0.7 1.0 1.0 0.8 0.6 0.6 0.8 0.9 0.8 0.6
0.7 1.0 1.4 1.6 1.3 0.8 0.6 0.6 0.6 0.8 1.1 1.5 2.0 2.3 2.3 2.0 1.6 1.3 1.0 0.8 0.6 0.7 0.9 0.9 0.9 0.8 0.9 1.1 1.2 1.1 0.8 0.6
0.7 0.9 1.1 1.1 0.9 0.5 0.7 0.8 0.8 0.9 1.0 1.3 1.6 1.7 1.6 1.4 1.1 0.9 0.8 0.7 0.6 0.7 0.9 1.0 1.2 1.2 1.3 1.5 1.7 1.5 1.1 0.7
0.7 0.9 1.1 1.2 1.1 0.8 1.1 1.1 1.0 1.0 1.0 1.1 1.2 1.2 1.1 0.9 0.8 0.7 0.6 0.6 0.7 0.8 1.1 1.3 1.5 1.7 1.9 2.2 2.3 2.0 1.5 1.0 0.7
0.6 0.8 1.2 1.5 1.7 1.4 1.6 1.6 1.3 1.1 0.9 0.9 0.9 0.8 0.8 0.7 0.6 0.7 0.7 0.7 0.8 1.0 1.4 1.7 2.0 2.2 2.6 3.0 3.0 2.6 2.0 1.4 0.9
0.6 0.9 1.3 1.9 2.3 2.2 2.4 2.1 1.6 1.2 0.9 0.7 0.6 0.6 0.6 0.7 0.8 0.9 0.9 1.0 1.1 1.4 1.8 2.1 2.4 2.6 3.0 3.4 3.5 3.0 2.3 1.6 1.1 0.8
0.5 0.8 1.4 2.1 2.8 3.0 3.0 2.5 1.7 1.2 0.8 0.6 0.6 0.6 0.7 0.9 1.1 1.3 1.4 1.4 1.5 1.7 2.2 2.5 2.6 2.7 3.0 3.3 3.2 2.7 2.2 1.6 1.3
0.5 0.8 1.4 2.2 2.9 3.4 3.2 2.6 1.8 1.2 0.9 0.7 0.7 0.8 1.0 1.3 1.6 1.9 2.0 2.0 2.0 2.4 2.7 2.9 2.9 2.7 2.8 3.0 2.8 2.1 1.9
0.5 0.7 1.4 2.0 2.6 2.9 2.8 2.3 1.8 1.3 1.0 0.9 0.9 1.1 1.4 1.8 2.3 2.5 2.6 2.5 2.6 3.0 3.4 3.4 3.0 2.8 2.7 2.6 2.4
1.2 1.7 2.0 2.1 2.1 1.9 1.6 1.3 1.1 1.0 1.2 1.4 1.9 2.5 3.0 3.2 3.0 2.9 3.0 3.3 3.7 2.8 2.6 2.5
0.5 0.7 1.0 1.2 1.4 1.4 1.4 1.3 1.2 1.1 1.0 1.0 1.3 1.6 2.2 2.9 3.5 3.6 3.3 3.0 3.0 3.0 2.6 2.5
0.4 0.5 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.2 1.6 2.2 3.0 3.5 3.5 3.2 2.8 2.8 2.9 2.6 2.0
0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.7 1.0 1.4 1.9 2.6 2.9 2.7 2.6 2.4 2.1 2.4 2.3 2.3
0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.9 1.3 1.7 2.1 2.3 1.9 1.6 1.8 1.8 1.8
0.3 0.4 0.4 0.4 0.4 0.3 0.4 0.4 0.4 0.4 0.4 0.6 0.9 1.3 1.7 1.9 1.9 1.5 1.0 1.1 1.2
0.7 0.7 0.7 0.5 0.7 0.7 0.6 0.6 0.5 0.6 0.9 1.4 1.9 2.3 2.2 1.8 1.3 1.0 0.9 0.8 0.7 0.5
0.5 0.7 0.9 1.1 1.1 0.8 1.1 1.1 0.9 0.7 0.6 0.6 0.8 1.4 2.2 3.0 3.8 3.3 1.7 1.2 0.9 0.7 0.4
0.6 0.9 1.2 1.6 1.8 1.5 1.7 1.5 1.2 0.9 0.6 0.5 0.7 1.2 2.1 3.5 5.6 6.0 4.0 2.6 1.6 1.0 0.6 0.3
0.6 1.0 1.5 2.0 2.5 2.3 2.4 2.0 0.9 0.6 0.4 0.5 0.8 1.4 3.1 8.3 6.4 3.9 2.2 1.4 0.7 0.5
0.6 1.0 1.6 2.3 3.0 3.1 2.9 0.5 0.3 0.3 0.4 0.6 1.3 5.6 3.3 1.9 1.3 0.8
0.6 1.0 1.5 2.4 3.1 3.3 3.0 2.2 1.5 0.9 0.5 0.3 0.3 0.3 0.5 0.7 1.5 1.4 1.0
1.4 2.1 2.6 2.8 2.6 2.1 1.4 0.9 0.5 0.3 0.3 0.5 0.7 1.0 1.1
0.6 0.9 1.3 1.7 1.9 2.0 1.9 1.6 1.3 0.9 0.6 1.0 1.3 1.3
0.5 0.8 1.0 1.2 1.4 0.7 1.3 1.7 1.7
0.4 0.6 0.7 0.7 0.8 1.6 2.5 3.0
0.3 0.3 0.4 0.4 0.7 1.9 3.8 5.5
0.2 0.2 1.9 4.6 8.1
1.7 4.7 8.8
1.3 3.8 7.0
1.0 2.9 4.5 4.7
0.8 1.9 2.5 2.4
0.6 1.2 1.5 1.4
0.5 0.8 1.0 0.9
0.4 0.5
0.5 fc
0.5 fc
1 fc
1 fc
1 fc
1 fc
0.25 fc
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.3 0.3 0.2 0.1 0.1 0.2 0.2 0.1 0.3 0.4 0.5 0.5 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.5 0.3 0.2 0.4 0.6 0.2 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.0 0.8 0.5 0.9 0.8 0.6 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.2 1.6 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 9.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.8 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.4 0.9 0.6 0.4 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 2.0 0.4 0.6 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.8 3.8 3.2 2.3 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 3.3 3.5 2.5 2.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 2.9 2.0 2.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 1.7 1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 1.2 1.2 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 2.5 0.2 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 6.4 0.2 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 7.0 10.2 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.1 3.1 7.6 0.5 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.4 1.0 1.2 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.0 1.1 0.6 0.2 0.3 0.5 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.3 0.3 1.0 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.2 1.2 1.2 1.0 0.7 0.5 0.3 0.3 1.1 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 0.7 0.7 0.7 0.7 0.6 0.4 0.3 0.2 1.7 0.3 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 3.5 0.5 0.4 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 7.1 1.2 0.8 0.6 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 9.5 1.5 0.8 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 7.8 0.7 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 1.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 1.0 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.5 fc
1 fc
0.25 fc
0.25 fc
0.1 fc
0.1 fc
0.1 fc
0.1 0.1 0.2 0.4
0.9
0.1
0.8
0.3
0.2
0.1
0.1 0.2 0.1 0.2 0.3 0.4 0.5 0.5 0.4 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.5
0.8
0.8
0.6
0.4
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.5
0.5
0.5
0.5
0.4
0.3
T3
MH: 20
PHOTOMETRIC PLAN DESIGNED BY ESL-SPECTRUM
WWW.ESL-SPECTRUM.COM
PHONE: 317.951.2300
Luminaire Schedule
Project: 20200115-SC EDDY STREET COMMONS PHASE III - SITE LIGHTING
Symbol Qty Label Arrangement Lum. Watts Lum. Lumens LLF Description
4 T3 SINGLE 169 18595 0.850 ASL-24L-3K-210-3 - 20' POLE
6 T5 SINGLE 169 18761 0.850 ASL-24L-3K-210-5 - 20' POLE
Calculation Summary
Project: 20200115-SC EDDY STREET COMMONS PHASE III - SITE LIGHTING
Label CalcType Units Avg Max Min Avg/Min Max/Min
EDDY STREET COMMONS @ GRADE Illuminance Fc 1.67 9.0 0.2 8.35 45.00
PERIMETER @ GRADE Illuminance Fc 0.12 10.2 0.0 N.A.N.A.
PROPERTY LINE @ GRADE Illuminance Fc 0.16 0.9 0.0 N.A.N.A.
PHOTOMETRIC PLAN DESIGNED BY ESL-SPECTRUM
WWW.ESL-SPECTRUM.COM
PHONE: 317.951.2300
CALCULATIONS ARE MAINTAINED HORIZONTAL ILLUMINANCE FIGURES IN FOOT-CANDLES
POINTS SHOWN ARE AT GRADE
FIXTURE MOUNTING HEIGHTS ARE SPECIFIED NEXT TO FIXTURES AS "MH"
ESL-Spectrum's services are for estimation purposes only, and are not warranties.
Final design and illumination levels must be determined and specified by an electrical engineer.
Field results may differ from computer predictions because of many uncontrollable factors and adverse test conditions such as:
line voltage variations, lamp performance, product manufacturing tolerances, jobsite conditions, and other unrecoverable light-loss factors.
THE FIXTURE TYPE(S) AND LAMPING(S) SPECIFIED ON THIS LAYOUT MUST BE USED IN ORDER TO MEET THE EXACT CRITERIA AND PERFORMANCE DATA SHOWN.
IES RECOMMENDED ILLUMINANCE TARGETS USED WHERE APPLICABLE.
PIPE BOLLARD1
ACCESSIBLE LOGO/PAVEMENT5 ACCESSIBLE SIGN7
RESERVED
PARKING
VAN
ACCESSIBLE
A.D.A. RAMP DETAIL3ASPHALT PAVEMENT (STANDARD)2
STANDARD LIGHT BASE10
TRUCK DOCK TRENCH DRAIN11
ASPHALT PAVEMENT (HEAVY DUTY) 4
CATCH BASIN8
12
SOLID INLET CASTING14
TYPICAL SIDEWALK DETAIL6
STANDARD CURB13
BIKE RACK9
LANDSCAPE STONE MOW STRIP15
CONCRETE DUMPSTER PAD & TRUCK
LOADING DOCK PAVEMENT SECTION
1
INDOT COMMERCIAL DRIVE APPROACH20
17
CURB AND GUTTER DETAIL
TYPE "B" (SOUTH BEND)
16 SANITARY MANHOLE CASTING 18 STORM MANHOLE
19 STORM MANHOLE CASTING
DN
5.71%
T3
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T3
MH: 20
7IX#7TDCP«NCPF§6[PGT«EQORNGZ ««««««««««VQ«1
T3
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T3
MH: 20
T3
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T5
MH: 20
T5
MH: 20
T3
MH: 20
T5
MH: 20
T3
MH: 20
EXHIBIT C
PERMITS
EXHIBIT D
ENGINEER’S ESTIMATE
PROJECT
NAME:
DHA #: 200104.5 date:2/23/2021
Engineer's Estimated Cost of Construction Total:(+25% bond contingency)674,340.00$
ID ITEM UNIT QTY UNIT PRICE EXTENSION
1 Mobilization & Demobilization LS 1 $ 25,000.00 $ 25,000.00
2 Maintenance of Traffic LS 1 $ 15,000.00 $ 15,000.00
3 Construction Engineering LS 1 $ 750.00 $ 750.00
4 Constrtuction Record Survey LS 1 $ 3,000.00 $ 3,000.00
5 Clearing LS 1 $ 2,500.00 $ 2,500.00
6 Flowable Backfill, Non-Removable CYS 50 $ 210.00 $ 10,500.00
7 #53 Aggr. Base Course, 6 in., cip TON 431 $ 27.00 $ 11,634.75
8 Sidewalk, Concrete SYS 545 $ 60.00 $ 32,700.00
9 Modified Combo. Curb and Gutter LFT 861 $ 45.00 $ 38,745.00
10 Combo. Curb and Gutter, Type B LFT 266 $ 44.00 $ 11,704.00
11 Std Commercial Drive Entrance, Complete, w/ curb ramps EA 2 $ 18,000.00 $ 36,000.00
12 HMA Intermediate Course, 2-1/2 in. TON 238 $ 85.00 $ 20,230.00
13 HMA Base Course, 8 in. (2 lifts, min.) TON 759 $ 80.00 $ 60,720.00
14 HMA Surface Course, 1-1/2 in. TON 143 $ 90.00 $ 12,870.00
15 Asphalt For Tack Coat SYS 3450 $ 0.40 $ 1,380.00
16 Water Main, 12" Valve EA 1 $ 3,500.00 $ 3,500.00
17 Water Main, 12"x8" Reducer EA 1 $ 3,000.00 $ 3,000.00
18 Water Main, Ductile Iron, 8 in. LFT 737 $ 82.00 $ 60,434.00
19 Water Main Cross, 8"x8" EA 2 $ 3,500.00 $ 7,000.00
20 Water Main, 6"x8" Tee EA 2 $ 1,500.00 $ 3,000.00
21 Water Main, 6"x8" Reducer EA 4 $ 1,750.00 $ 7,000.00
22 Valve, Ductile Iron, 8 in. EA 6 $ 2,000.00 $ 12,000.00
23 1" Water Service LFT 100 $ 35.00 $ 3,500.00
24 2" Water Service LFT 25 $ 40.00 $ 1,000.00
25 6" Water Service, D.I. LFT 50 $ 75.00 $ 3,750.00
26 Hydrant EA 1 2400.00 $ 2,400.00
27 Pipe, Sanitary Sewer, 24" LFT 288 $ 150.00 $ 43,200.00
28 Pipe, PVC, 30 in. LFT 305 $ 200.00 $ 61,000.00
29 Sewer Lateral, PVC, 6" LFT 50 $ 90.00 $ 4,500.00
30 Connect to Ex. MH EA 1 $ 2,000.00 $ 2,000.00
31 Std. Manhole EA 3 $ 8,500.00 $ 25,500.00
32 Mulched Seeding, Type T SYS 638 $ 0.80 $ 510.67
33 Traffic Signal Detection Loops, Re-set LS 1 $ 10,000.00 $ 10,000.00
34 Grooving For Pavement Markings LFT 1192 $ 1.00 $ 1,192.00
35 Line, Thermoplastic, Solid, White, 4" LFT 76 $ 1.00 $ 76.00
36 Line, Thermoplastic, Solid, Yellow, 4 In. LFT 756 $ 1.00 $ 756.00
37 Line, Thermoplastic, Crosshatch, Yellow, 8 In. LFT 360 $ 2.00 $ 720.00
38 Transverse Markings, Thermoplastic, Yellow, Crosshatch, 12" LFT74 $ 4.00 $ 296.00
39 Pavement Message Marking, Thermoplastic, "ONLY", Whilte EA 1 $ 200.00 $ 200.00
40 Pavement Message Marking, Thermoplastic, Arrow, White EA 1 $ 200.00 $ 200.00
TOTAL 539,470.00$
PROJECT #: DP 20-020, Eddy Street & Howard Street Sewer Relocation
& Water Main Loop
EXHIBIT E
PERFORMANCE BOND
EXHIBIT F
SYSTEM DEVELOPMENT CHARGE AND UTILITY VERIFICATION RECEIPT
EXHIBIT G
CERTIFICATE OF INSURANCE
See below
RE: Eddy Street Commons - 1233, 1234 & 1251 N. Eddy Street, South Bend, IN 46617
Additional Named Insureds: KRG Eddy Street Commons, LLC & Eddy Street Commons at Notre Dame Master Association, Inc.
KITEREA1
3/8/2021
Tim Baumann
Commercial Lines - (404) 923-3700 470.875.0517 610-537-1929
USI Insurance Services LLC tim.baumann@usi.com
1 Concourse Parkway NE, Suite 700
Atlanta, GA 30328 Endurance Assurance Corporation 11551
Sompo America Insurance Company 11126
Kite Realty Group Trust Markel American Insurance Company 28932
30 S. Meridian St.,Navigators Insurance Company 42307
Suite 1100
Indianapolis, IN 46204
15313255
XA GGR10012604103 1,000,00003/01/2021 03/01/2022
X 1,000,000
Excluded
1,000,000
2,000,000
X 2,000,000
B ADVS1127B0 03/01/2021 03/01/2022 1,000,000
X
X X
X XC MKLM6MM70000289 03/01/2021 03/01/2022 10,000,000
10,000,000
X 10,000
B WCDS1050Y0 03/01/2021 03/01/2022 X
1,000,000
N 1,000,000
1,000,000
D Excess - $15M xs $10M GA21EXRZ042PGIV 03/01/202103/01/2021 03/01/2022 Excess - $15M xs $10M
(This certificate replaces certificate# 15304287 issued on 3/3/2021)
City of South Bend
Department of Public Works, Engineering Division
227 W Jefferson Blvd., Suite 1316
South Bend, IN 46601
BOARD OF PUBLIC WORKS
AGENDA ITEM REVIEW REQUEST FORM
Date 12/19/20
Name Sue Ellen Doudrick Department DPW
BPW Date 2/23/21 Phone Extension 3057
Review and Approval Required Prior to Submittal to Board Diversity Compliance
and Inclusion Officer Officer Name BPW Attorney Attorney Name
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 Eddy and Howard Street Sewer Relocation and Water Main Loop
Project Number DP 20-020
Funding Source n/a
Account No. n/a
Amount n/a
Terms of Contract n/a
Purpose/Description Eddy Street Phase III Grocery Store development requires the construction of
a water main loop and sanitary sewer relocation. The Utility Extension
Agreement is expected to be presented to the Board in an upcoming BPW
mtg. Grocery store requires water and sewer by May 1.
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: