United Consulting/Eng/499,500/Adl Serv #1/Rangeline Road Reconstruction from 136th Street (Smokey Row) to US 31United Consulting Engineers, Inc.
Engineering Department - 2016
Appropriation #94-650.04 ?016. COIT Bond Fund; P.O..#33756
Contract Not To Exceed $499,500.00
Jp,O
ADDITIONAL. SERVICES AMENDMENTTO
AGREEMENT FOR PROFESSIONAL SERVICES
THIS. AMENDMENT TO THE AGREEMENT FOR PROFESSIONAL SERVICES ("Agreement") entered into
by and between the City :of Carmel and United Consulting (the "Professional"), as City Contract dated June 1, 2016
shall amend .the terms of the Agreement .by adding the additional services to be provided. by, Professional consistent
with the Scope of Work attached hereto and incorporated herein as Exhibit "A". Furthermore, the terms of the
Agreement shall be amended to include the E -verify requirement as stated in. Indiana Code § 22-5-1.70t seq., which
is attached hereto and incorporated herein as Exhibit "B", as well as the required E -verify. Affidavit, attached hereto
and incorporated herein as Exhibit "C".Also, pursuant to I.C. § 5-22-16.5, Professional shall=certify that in signing this
document, it does not engage in investment activities within the Country of :Iran. The terms and conditions of the
Agreement shall not otherwise be affected by this Additional Services Amendment and shall remain in full force and
effect.
IN WITNESS WHEREOF, the parties hereto have made and executed this Amendment as follows:
CITY OF CARMEL, INDIANA
by and through its Board of Public
Works and Safety I
.
United Consulting Engineers, Inc.
By: By:
mes Brainard Presiding Officer Authorized Signature
Ditte: 4 &/
WieciAAl 6, 11.141 L R0Q .
Printed Name
Mary Ann,rke,�ilejjt
Date: /
Lori S. Watson, Member
Mice Plvvoal �tcE T� I�CN�C
Title
FID/TIN:
Last Four of SSN if Sole: Proprietor:
Date: &23 .2016
(S. -1C- ,1APmLS- fi I05 Phq
u
I
RANGELINE ROAD. RECONSTRUCTION
From 136th Street (Smokey Row) to U. S. 31
Carmel, Indiana
Description of Proposed Project
1. GENERAL
The proposed project includes constructing a boulevard section with new sidewalk and multi -use path
for 0.43 miles of Rangeline Road, which will begin at the north approach of the roundabout at 136th
Street and extend north to a proposed roundabout just south of US 31. The proposed roundabout at
the north end of the project will connect Rangeline Road with the Lowes Way Connection project
proposed by Hamilton County. Additionally, the existing curb lines at the 136th Street roundabout will
be modified to eliminate the damaging effects of trailer off tracking. This project will include
modifications to Hamilton County Bridge No. 194 over Little Cool Creek, which was replaced by the City
of Carmel in the Fall of 2008. The City of Carmel will fund this project with 100% local dollars; with an
anticipated bid date in April of 2017 and construction completion in November of 2017. This project is
located in Sections 19 and 24 of Township 18 North, Ranges 3 and 4 East, Clay Township, in the City
of Carmel.
H. EXISTING FACILITY
Rangeline Road currently consists of a two-lane section. from 136th Street to the U.S. 31 overpass,
with a 600 -foot section at the north end accommodating two northbound lanes. The existing
pavement consists of a 24 -foot wide asphalt overlay over concrete pavement. A 4 -foot shoulder exists
at various locations throughout the project length, and acceleration and deceleration lanes exist at
most of the businesses and developments throughout this stretch of roadway. The existing pavement
along the corridor has deteriorated due to large traffic .volumes and water infiltration. Sidewalks exist
on the east side between the 136th Street roundabout and Little Cool Creek and adjacent to an
apartment complex at the north end of the project. Storm water runoff is drained adjacent to the
roadway by either shallow ditches or swales or by enclosed pipe ditches that flow into Little Cool
Creek. The Hagen -Burke Trail crosses Rangeline Road at grade, just north of the Little Cool Creek
Bridge. The posted speed limit is 30 mph.
III. TOPOGRAPHIC SURVEY
Survey History
The majority of the proposed project was previously surveyed by United Consulting in 2006.
However, several construction projects and. changes to the topography have taken place over the last
decade. These changes include but are not limited to:
1. The construction of the roundabout at Rangeline Road and 136th Street.
2. Razing of structures and grading of the southwest and northwest quadrants of Rangeline Road
and 136th Street.
Rangeline Road
April 2016EXII
A A B dT A
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3. Grading, storm sewer and sidewalk construction along the east side of Rangeline Road from
136th Street to Little Cool Creek.
4. Construction of the bridge and approaches carrying Rangeline Road over Little Cool Creek.
5. Channel work within Little Cool Creek, east of Rangeline Road, including removing of the
arched structure for the former drive to the City of Carmel property.
6. Razing of the structure and grading immediately north of Little Cool Creek on the east side of
Rangeline Road.
7. Grading and new topography along the Rangeline Road frontage of Butler Collision Center and
Dairy Queen.
8. New and relocated underground utilities for the entire project length.
9. Completion of the US31 at the north end of the project limits, including the razing of the former
Speedway station.
In our experience with urban projects such as this, having an accurate and up to date survey is critical
for design and avoiding costly change orders during construction due to unknown changes in the
existing cross section. Therefore, we believe it is in the best interest of the City of Carmel to have a
new topographic survey performed at this time.
Proposed Survev
The topographic survey will follow all the requirements of the "Indiana Department of transportation
Design Manual, Part III — Location Surveys (June 15, 1998), and all the requirements of Title 865 IAC
1-12 et sequential. The limits of the survey will be as follows:
1. Rangeline Road: Beginning 150 feet south of the center of the roundabout at 136th Street and
extending 2,750 feet north to the north end of the southbound US31 bridge over Rangeline
Road. The reference alignment will be established on the existing centerline. The coverage
width will be a minimum of 75 feet left and right of the reference alignment, or 25 feet beyond
any top of bank or toe of slope.
2. 136th Street: Beginning 125 feet west of the center of the roundabout at Rangeline Road and
extending east 250 feet to 125 feet east of the center of the roundabout. The coverage width will
be a minimum of 75 feet left and right of the centerline of 136th Street, or 25 feet beyond any top
of bank or toe of slope.
3. Little Cool Creek: Beginning 300 feet upstream from the upstream face of the Rangeline Road
bridge over Little Cool Creek and extending 675 feet downstream to 300 feet downstream of the
downstream face of the Rangeline Road bridge. The coverage width will be 50 feet beyond the
banks of Little Cool Creek.
4. Frontage Road at The Range Pet Lodge: Beginning at the centerline of Rangeline Road and
extending northeast 450 feet. The coverage width will be a'minimum of 100 feet left and right of
the centerline of the Frontage Road, or 25 feet beyond any top of bank or toe of slope.
Rangeline Road
April 2016 EXIH� T _
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5. Additional 350 ft x 350 ft area at the southwest quadrant of the intersection of Rangeline Road
and 136' Street (as shown on the attached exhibit).
6. Additional 200 ft x 750 ft area of the former Ritter's lot on the west side of Rangeline Road (as
shown on the attached exhibit).
7. Sufficient information will be gathered by use of a data collector to provide complete topography
and equivalent cross-sections at 50 foot intervals along all referenced alignments.
TOTAL SURVEY LENGTH.
ALIGNMENT
TOTAL LENGTH
Rangeline Road
2,750 feet
0.50 mile
136th Street
250 feet
0.05 mile
Little Cool Creek
675 feet
0.13 mile
Frontage Road
450 feet
0.09 mile
350'x 350' Area
700 feet
0.13 mile
200' x 750' Area
750 feet
0.14 mile
Total Survey Length = 5,575 feet (1.06 miles)
1V. GEOTECHNICAL EVALUATION
A Geotechnical Evaluation will be required to evaluate the subsurface conditions and to provide the
necessary information for pavement design, storm sewer construction, and earthwork considerations.
This evaluation will include soil borings and a formal geotechnical report. As part of the 2006
roundabout project, soil borings were acquired to a point approximately 550 feet north of 136th Street.
V. ENVIRONMENTAL
1. Environmental Documentation:
A NEPA Document will not be required for this project because it is funded without the use of
federal funds.
2. Phase I Environmental Assessment
The former gas station at the northern end of the project has been demolished. The site was
acquired as part of the US 31 reconstructions and it is expected that the documentation of
existing conditions at the site can be obtained from the Indiana Department of Transportation.
Therefore no Environmental Assessment will be included.
3. Historic Properties
The Hamilton County Interim Report (pages 109-110) shows only one historical site within the
project limits. It is the "Carmel Cemetery" in the northeast quadrant of Rangeline Road and
136th Street. It dates back to circa 1833 and is listed as a "contributing" historic site, as an
example of Exploration/Settlement and Religion. The design of this project will not disturb this
potentially historic resource, or acquire any right-of-way from this parcel.
4. Wetland and Stream Impacts:
The National Wetlands Inventory Map shows no wetlands or streams within the project limits.
Rangeline Road
April 2016 EXt�.,PIsT A
5. Regulatory Permits:
An IDEM Rule 5 permit will be required since the project will be disturbing greater than 1 acre
of land. The project will also include the following permits: IDEM Section 401 Water Quality
Certification, US Army Corps of Engineers Section 404 Permit, and a Construction in
Floodway Permit issued by DNR. A Hamilton County Outlet permit will not be required as
Little Cool Creek is not a regulated drain in this location.
6. Cemetery Management Plan
Two Cemetery Management Plan will be required for the work being done within 100 -feet of
the Carmel Cemetery and Old Carmel Cemetery.
Vl. HYDRAULICS
It is anticipated that the existing profile grade of Rangeline Road will need to be raised in order to
construct the proposed roadway cross section and the current published FEMA Flood Insurance
Study shows a water surface profile for Little Cool Creek that may overtop Rangeline Road during a
Q100 flood event. Jon Clodfelter met with Dave Knipe from the IDNR on April 1, 2016 to discuss the
currently published modeling and what level of effort would be required to meet IDNR requirements
for a Construction in a Floodway permit (see Meeting Minutes).
Maintaining the existing bridge over Little Cool Creek and raising the profile grade of Range Line
Road will require a detailed hydraulic model for the IDNR Construction in a Floodway permit
necessary for the construction of the proposed project. The detailed hydraulic model for Little Cool
Creek will confirm if there is any roadway overtopping for the existing bridge and if the proposed
project can receive a permit within IDNR backwater requirements. If the backwater requirements can
be met with the existing structure, the hydraulic modeling will be finalized and submitted to IDNR with
the Construction in a Floodway permit application. If the backwater requirements can't be met with
the project as proposed, additional hydraulic analysis and project scope review will be required which
is beyond the scope of this proposal.
It is anticipated the proposed hydraulic modeling will have a total study reach of approximately 1400
feet extending from the most downstream cross section from the FIS modeling to just downstream of
the structure under the Monon Trail. The starting water surface elevation for the modeling will not
include backwater from Cool Creek and the Q100 discharge will be 1530 cfs per the current published
models. The hydraulic modeling will include models for Duplicate Effective, Corrected Effective,
Existing Pre -Project and Proposed Project models in or order to comply with IDNR backwater
requirements.
Vll. UTILITIES
Overhead power lines currently run along both sides of Rangeline Road. A Duke substation is located
south of the Little Cool Creek Bridge on the west side of the roadway. High voltage lines (69kv) run
from the substation along the western side of Rangeline Road, and then northeastward along Little
Cool Creek. There is an existing pole in the southwest quadrant of the bridge crossing Little Cool
Creek. During utility coordination for Hamilton County Bridge No. 194, Duke Energy placed a $1
million value on its relocation. There are also buried AT&T fiber lines running along the eastern side of
Rangeline Road at the edge of the turning lanes. It is anticipated that relocation of portions of these
lines as well as buried utilities (water, sewer, gas, cable, etc.) will be required to accommodate the
construction of this project. Utility coordination will follow an accelerated version of the INDOT
procedure.
Rangeline Road
April 2016 EM -11H` IT
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=0
Post -bid utility coordination has not been included in this scope of work. It is anticipated these
services will be provided as part of construction inspection.
Vlll. PROPOSED FACILITY
Design Histo
As part of the original 2006 contract, United was directed to develop design plans to 60%.complete,
based on a project scope that would make the best use of the, budget limits for the corridor. However,
during the design phase, the scope was refined several times and ultimately only 20% plans were
ever developed. Unfortunately, based on several topographic changes, as discussed in the survey
section, and a revised typical section based on the proposed project, the work completed in 2006 has
little to no value for this project.
The subcompact roundabout design criteria for Rangeline Road and 1361 Street was based on the
desire of the City to limit truck access in the area. This design criteria ultimately dictated the inscribed
diameter of the circulatory roadway. Regrettably, the limited size of the roundabout has not deterred
trucks as desired and has led to significant off tracking problems in the northeast and southeast
quadrants of the roundabout which will be mitigated as part of the proposed project.
Proposed Design
This project will be, designed using the INDOT design criteria for a minor arterial as well as NCHRP
Report 672 — Roundabouts: An Informational Guide, Second Edition.
To the extent possible the proposed profile will be raised to achieve 100 year serviceability for
Rangeline Road, while maintaining the existing bridge. The typical cross section for the project will
consist of two 14 -foot travel lanes separated by an 11 -foot median (see Typical Sections). Curb and
gutter will be utilized to establish both the exterior curb lines as well as the center median. Proposed
median opening locations are as described on the plan view exhibit. A sidewalk measuring 5 -feet in
width will be provided behind a 5 -foot grass buffer strip adjacent to the curb on the east side of
Rangeline Road. An 8 -foot wide multi -use path will be placed behind a 5 -foot grass buffer on the west
side of Rangeline Road. Ornate parapet walls will be constructed separating the sidewalk and multi-
use path in front of both cemeteries (see Scope of Work Exhibit).
The existing flasher at the Hagen -Burke Trail will be removed and replaced with ground mounted
pedestrian signs and in -ground, pedestrian activated flashing lights, similar to what is in operation at
the Clay Terrace shopping center. The existing retaining wall along the north side of the Hagen -Burke
Trail, on the east side of Rangeline Road will turn 90 degrees and be extended approximately 50 feet
north (see Scope of Work Exhibit).
The surface of the bridge over Little Cool Creek will be modified to match the proposed roadway cross
section (see Typical Sections). The west sidewalk will be widened by 9 feet and an 8 foot concrete
median will be added across the bridge. It is anticipated the existing bridge railing can be maintained
by removing the sidewalk concrete to sufficient depth to expose the top mat of steel in the sidewalk.
The sidewalk extension will be carried over the top of the existing sidewalk where the existing
sidewalk elevation at the railing will be maintained. Finally the bridge will be load rated based on the
proposed modifications.
i
Rangeline Road
April 2016 R"°<..HMIT A
50 -CK
Roadway runoff will be contained by curb and gutters combined with a storm sewer drainage system.
A storm water quality treatment unit will be provided at the end of the system prior to discharging into
Little Cool Creek as required by the cities Stormwater Technical Standards Manual.
The City has identified a portion of Rangeline Road, just south of the 136th Street roundabout, where
storm water flows from the east to west across the roadway and ponds in back of the parcels in the
southwest quadrant. United will evaluate the contributing drainage, provide a recommendation and
incorporate the recommendation into the plans.
A single lane roundabout will be constructed at the north end of the project. The north and west
approaches will have multi -lane entrances which will tie directly into the existing four lane section at
the US 31 bridge. The curb lines for the roundabout at 136th Street and Rangeline will be modified to
eliminate off tracking from truck trailers.
IX. MAINTENANCE OF TRAFFIC
Due to the proposed lane widths in conjunction with the raised grass median, it will be very
challenging to maintain two-way traffic and provide an adequate work zone throughout construction.
In order to maintain access to all of the businesses throughout the corridor and provide a safe and
efficient work zone, we propose maintaining only northbound traffic along Rangeline Road throughout
Phase I of construction. Traffic will shift from one side of Rangeline Road to the other as construction
of progresses. The detour route for southbound traffic will utilize 1461 Street, US 31, and 136th Street
(see Detour Route Map). The Hagen -Burke Trail crossing will be maintained at Rangeline Road
throughout construction.
Following construction of the boulevard section, the north end of Rangeline Road will be closed to
traffic to construct the proposed roundabout. Temporary access will be maintained to Public Storage
and The Range Pet Lodge. The same detour route established for Phase I, will be utilized for this
phase of construction.
X. LIGHTING
Lighting will be included with this project and is anticipated to match the style and spacing established
along Rangeline Road between Main Street and 136th Street.
Xl. LANDSCAPING
Landscaping is not included in this scope, but can be integrated into this project if the City desires.
XII. LAND ACQUISITION
Land acquisition will be funded using 100% local funds. United Consulting will complete the following
services associated with land acquisition: title research, right-of-way engineering and right-of-way
staking as needed. The City of Carmel, through the use of another consultant, will -complete initial
appraisals, review appraisal, and negotiations and buying with property owners.
It is estimated there will be 14 affected parcels within the project limits. Three of which were
previously impacted by the 2006 roundabout project (see Land Acquisition Map). All but one of the
impacted parcels are commercial.
Rangeline Road
April 2016 EX, IF °c Fdr �-
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All existing right-of-way will be verified during right-of-way engineering. If recorded documents do not
exist, or differ from the apparent right-of-way, it may be necessary to re -acquire existing right-of-way,
which could increase the number of parcels.
Xlll. PROJECT SCHEDULE
The project schedule is based on a Notice to Proceed (NTP) of April 25, 2016. Survey and utility
coordination beginning immediately following NTP. The bid date is anticipated in April 2017.
XIV. PROJECT BUDGET
A detailed Project Development Cost Estimate has been included herein to highlight the breakdown of
individual design costs and all construction activities. The construction cost was developed based on
current cost information and inflated for construction in 2017 at 3% per year.
Rangeline Road
April 2016 F g G p g
7o -CS
City of Carmel
Rangeline Road Reconstruction
136th Street to US 31
Project Development Cost Estimate
RANGELINE ROAD DESIGN AND PLANS
$ 449,500
(1) Includes Rule 5, IDEM 401, USACOE 404, DNR Construction in a Floodway
(2) Includes Manditory Pre -Bid Meeting
010
Fee Type
- Topographic Survey
$
57,200
Lump Sum
- Geotechnical Investigation
$
6,100
Lump Sum
- Cemetary Management Plan
$
5,000
Lump Sum
- Regulatory Permits
$
12,700 (1)
Lump Sum
- Utility Coordination
$
29,400
Lump Sum
- Road Design and Plans
$
260,600
Lump Sum
- Bridge Modifications and Plans
$
16,400
Lump Sum
- Lighting Design
$
19,600
Lump Sum
- Drainage Improvements South of 136th Street
$
10,200
Lump Sum
- Hydraulic Analysis
$
22,600
Lump Sum
- Bidding Services
$
9,700 (2)
Lump Sum
TOTAL LAND ACQUISITION
$
50,000
Parcels Unit Price
- Title Search
16 $500
$
8,000
Unit
- Right -of -Way Engineering
14 $2,500
$
35,000
Unit
- Right -of -Way Staking
14 $500
$
7,000
Unit
ENGINEERING SUB -TOTAL
$
499,500
(1) Includes Rule 5, IDEM 401, USACOE 404, DNR Construction in a Floodway
(2) Includes Manditory Pre -Bid Meeting
010
United Consulting
Engineering Department - 2016
Appropriation #94-650.04 2016 COLT Bond Fund; P.O. #33756
Contract Not To Exceed $499,500.00
EXHIBIT `B"
E -verify requirement
All terms defined in I.C. § 22-5-1.7 et seq. are adopted and incorporated into this section of the Amendment.
Pursuant to I.C. § 22-5-1.7 et seq., Vendor shall enroll in and verify the work eligibility status of all of its newly -hired
employees using the E -Verify program, if it has not already done so as of the date of this Addendum. Vendor is further
required to execute the attached Affidavit, herein referred to as "Exhibit C", which is an Affidavit affirming that: (i) Vendor is
enrolled and is participating in the E -verify program, and (ii) Vendor does not knowingly employ any unauthorized aliens. This
Addendum incorporates by reference, and in its entirety, attached "Exhibit C." In support of the Affidavit, Vendor shall
provide the City with documentation that it has enrolled and is participating in the E -Verify program. This Agreement
shall not take effect until said Affidavit is signed by Vendor and delivered to the City's authorized representative.
Should Vendor subcontract for the performance of any work under this Addendum, the Vendor shall require any
subcontractor(s) to certify by affidavit that: (i) the subcontractor does not knowingly employ or contract with any unauthorized
aliens, and (ii) the subcontractor has enrolled and is participating in the E -verify program. Vendor shall maintain a copy of such
certification for the duration of the term of any subcontract. Vendor shall also deliver a copy of the certification to the City
within seven (7) days of the effective date of the subcontract.
If Vendor, or any subcontractor of. Vendor, knowingly employs or contracts with any unauthorized aliens, or retains
an employee or contract with a person that the Vendor or subcontractor subsequently learns is an unauthorized alien, Vendor
shall terminate the employment of or contract with the unauthorized alien within thirty (30) days ("Cure Period"). Should the
Vendor or any subcontractor of Vendor fail to cure within the Cure Period, the City has the right to terminate this Agreement
without consequence.
The E -Verify requirements of this Agreement will not apply, should the E -Verify program cease to exist.
[SAContracls\Prof.Svm S Goods Sv NEngin=ring@0WUnimd Ca .I ing Add? Svcs Amcnd 3-27.2012 Ath E-Vcrify Inngung..doc:5/162016 2:39 PK
United Consulting
Engineering Department - 2016
Appropriation #94-650.042016 COIT Bond Fund; P.O. #33756
Contract Not To Exceed $499,500.00
Exhibit "C"
E -Verify Affidavit
I vl ►' CVl (� 21 I'1 - b t0 2 . , .being first duly sworn, deposes and says that
he/ lie is familiar with and has personal knowledge of the facts herein and, if called as a witness in this
matter, could testify as follows:
1. I am over eighteen (18) years of age and am competent to testify to the facts contained
herein.
2. I am no«v and at all times relevant herein have been employed by
LLn i ie d & vi S uhf,, n G (the "Company") in the position
Of Vi (e-i�re51"dbVt
3. I am familiar with the employment policies, practices, .and procedures of the Company and
have the authority to act on behalf of the Company.
4. The Employer is enrolled and participates in the federal E -Verify program and has
provided documentation of such enrollment and participation to the City of Carmel,
Indiana.
5. The Company does not knowingly employ any unauthorized aliens.
FURTHER AFFIANT SAYETH NOT.
EXECUTED on the Z3 day of MALI , 20 &
ff kOPrinted: Al1,6 a �.1 A- 1 A
I certify under the penalties for perjury under the laws of the United States of America and the State of.
Indiana that the foregoing factual statements and representations are true and correct.
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INDIANA RETAIL TAX EXEMPT
CERTIFICATE NO. 003120155 002 0
Page 1 of 1
PURCHASE ORDER NUMBER
FEDERAL EXCISE TAX EXEMPT
33756
ONE CIVIC SQUARE
35-6000972
THIS NUMBER MUST APPEAR ON INVOICES, AIP
CARMEL, INDIANA 46032-2584
�x
VOUCHER, DELIVERY MEMO, PACKING SLIPS,
FORM APPROVED BY STATE BOARD OF ACCOUNTS FOR CITY OF CARMEL - 1997
SHIPPING LABELS AND ANY CORRESPONDENCE
PURCHASE ORDER DATE
DATE REQUIRED
REQUISITION NO.
VENDOR NO.
DESCRIPTION
5/10/2016
00351256
Project 16 -ENG -49; Contract Date 06.01.16
UNITED CONSULTING
City Engineering's Office
VENDOR 1625 N POST ROAD
SHIP 1 Civic Square
TO Carmel, IN 46032 -
INDIANAPOLIS, IN 46219 -
Kate Lustig
PURCHASE ID
BLANKET CONTRACT
PAYMENT TERMS FREIGHT
4746
QUANTITY
UNIT OF MEASURE
DESCRIPTION UNIT PRICE EXTENSION
Department: 2200 Account: 94-650.04 Fund: 0 COIT Bond Fund
1 Each ASA 1 - Rangeline Road from 136th Street (Smokey Row) to $499,500.00 $499,500.00
US 31
Sub Total $499,500.00
Send Invoice To:
Skip Tennancour
8425 Wicklow Way
Brownsburg, IN 46112
2016 COIT Bond PLEASE INVOICE IN DUPLICATE
DEPARTMENT ACCOUNT PROJECT PROJECT ACCOUNT I AMOUNT
PAYMENT $499,500.00
SHIPPING INSTRUCTIONS ' AIP VOUCHER CANNOT BE APPROVED FOR PAYMENT UNLESS THE P.O. NUMBER IS MADE A
PART OF THE VOUCHER AND EVERY INVOICE AND VOUCHER HAS THE PROPER SWORN
'SHIP PREPAID. AFFIDAVIT ATTACHED. I HEREBY CERTIFY THAT THERE IS AAI UNOBLIGATED BALANCE IN
'C.O.D. SHIPMENT CANNOT BE ACCEPTED. THIS APPROPRIATION SUFFICIENT TO PAY FOR THE ABOVE ORDER.
*PURCHASE ORDER NUMBER MUST APPEAR ON ALL SHIPPING LABEL
`THIS ORDER ISSUED IN COMPLIANCE WITH CHAPTER 99, ACTS 1945
AND ACTS AMENDATORY THEREOF AND SUPPLEMENT THERETO. ORDERED BY
TITLE
CONTROL NO. 33756 CLERK -TREASURER
ye
P r
fx
�x
3� t
2016 COIT Bond PLEASE INVOICE IN DUPLICATE
DEPARTMENT ACCOUNT PROJECT PROJECT ACCOUNT I AMOUNT
PAYMENT $499,500.00
SHIPPING INSTRUCTIONS ' AIP VOUCHER CANNOT BE APPROVED FOR PAYMENT UNLESS THE P.O. NUMBER IS MADE A
PART OF THE VOUCHER AND EVERY INVOICE AND VOUCHER HAS THE PROPER SWORN
'SHIP PREPAID. AFFIDAVIT ATTACHED. I HEREBY CERTIFY THAT THERE IS AAI UNOBLIGATED BALANCE IN
'C.O.D. SHIPMENT CANNOT BE ACCEPTED. THIS APPROPRIATION SUFFICIENT TO PAY FOR THE ABOVE ORDER.
*PURCHASE ORDER NUMBER MUST APPEAR ON ALL SHIPPING LABEL
`THIS ORDER ISSUED IN COMPLIANCE WITH CHAPTER 99, ACTS 1945
AND ACTS AMENDATORY THEREOF AND SUPPLEMENT THERETO. ORDERED BY
TITLE
CONTROL NO. 33756 CLERK -TREASURER
Received
5-16-16P12:26 RCVD
City of Carmel
Department of Law
LETTER OF TRANSMITTAL
Date: May 12, 2016
To: Doug Haney
Department of Law
From: Jeremy Kashmanj��
Department of Engineering
RE: United Consulting Additional Service Amendment
One additional service amendment is needed for United Consulting for the June 1St, BPW meeting,
please.
Attached please find the work proposal and purchase order.
Contract Information:
Project Name
Rangeline Road from 136th Street (Smokey Row) to US 31 '
Vendor:
United Consulting
Amount:
$499,500.00
Appropriation:
P.O. 33756; 2016 COIT Bond
Signature:
Dave Richter, PE, PLS
Address:
1625 North Post Road
Indianapolis, IN 46219
Phone:
317/837-9900
Email:
daver(aD-ucindy.com
ENGINEERING
ENVIRONMENTAL
INSPECTION
LAND SURVEYING
LAND ACQUISITION
PLANNING
WATER &
WASTEWATER
SINCE 1965
OFFICERS
William E Hal, PE
Dave Richter, PE, PLS
SMven W. Jones.
Christophw R Pope, PE
B. KNth Bryant PE
Michael Rowe, PE
PROFESSIONAL STAFF
Andrew T. WOra, PE
Devin L Stettler, AICP
Darryl P. W reinger, PE
Adam C. Post. PE
Michael S. Oliphant, AICP
E Rache]le Pemberton, PE
Timothy J. Coornes, PLS
Jon E Cbdfet er, PE
Steven R Passey, PE
Brian J. Pierscn, PE
Christopfv L Hammond, PE
Paul D: Gotzbach, PE
Brian S. Fred&d! PE
Jay N. Rdens, PE
ChristepherJ. Dyer, PE
Matthew R Lee, PE
William R Curtis, PE
Jemmy A. Richardson, PE
Heather E Kilgour, PE
Adam J. Greulich, PLS
Wh lney D. Neukam, PE
Caleb C. Ross, PE
MatewA. Taylor, PE
Josh 0. Bet PLS
Darn C. Barrett PE
ScoltG.Minrkb. PE
Sean B. Hankins. FE
BenjamfnT. Stenger, PE
Johan R Slncks, PE
Jim R Lesh,
PE -Nicholas J. Kocher, PE
Jenn'F,er L Hat PE
Jeffrey R Andrews, PE
Kellon S. Cunningham, PE
Richard T. Bernard, PE
April 13, 2016
Mr. Jeremy Kashman, PE
City Engineer
City of Carmel
Ove Civic Square
Carmel, IN 46032
RE: Rangeline Road from 136th Street (Smokey Row) to US 31
Engineer's Report
Dear Mr. Kashman:
We have enclosed an updated version of our 2014 Engineer's Report for Rangeline
Road from 136th Street to US 31.
The Engineer's Report includes:
Description of the proposed scope of work
• Location maps and proposed layout and typical sections
• Project development schedule
Project budget
We appreciate the opportunity to be involved in the development of this part of Rangeline
Road for the City of Carmel.
If you have any questions or comments, please contact me anytime. My cell number is
(317) 501-6743.
Sincerely,
U_UMEazGQWSUUTtn
D 'ire Richter, P
Pr denf<.�""
enclosures
c: File (pending)
May 10, 2016
Mr. Dave Richter, P.E., L.S. JAMES BRAINARD, MAYOR
United Consulting Engineers & Architects
1625 N. Post Road
Indianapolis, IN 46219-1995
RE: Additional Service Amendment #1, PO #33756
Dear Mr. Richter:
As we discussed, the City of Carmel has a need for additional professional services and pursuant to our current
contract with United, Contract #060116.01, dated June 1, 2016, I have requested and received from you the
proposed scope of services and fee estimates for the following work task:
Additional Service Amendment #1— Rangeline Road from 136th Street (Smokey Row) to US 31
Professional Engineering Services
Not to Exceed: $499,500.00
Per our contract procedural requirements, I hereby approve these Additional Professional Services estimates, and
request that the Board of Public Works ratify the above referenced Contract Amendment.
PLEASE NOTE
Please be advised that "Additional Services" performed on City contracts must be billed separately from the original
contract and other additional services. More importantly, the invoice must reference the appropriate Additional
Service # and P.O. # shown above. Invoices received without the Additional Service # referenced will be returned
for proper identification. Thank you for your continued assistance in providing the City of Carmel with your
professional, quality services. If you should have any questions, please give me a call.
Sincerely,
Jerem>il as an, P.E.
City Engineer
Reviewed and approved by:
zc__2 �Sr
S. C. Eng lking
Director of Administration
DEPARTMENT OF ENGINEERING
ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAx 317.571.2439
EMAIL engineering®carmel.in.gov