HomeMy WebLinkAboutCorrespondence000!�!� LETTER OF TRANSMITTAL
- - ► STOEPPELWERTH & ASSOCIATES, INC.
7965 East 106" Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
DATE: July 13, 2021 JOB NUMBER: 60160REP-S7
TO: Carmel DOCS
One Civic Square
3rd Floor
Carmel, Indiana 46032 jj jj� JUL 1"'�
:old
ATTENTION: Angie Conn
RE: Jackson's Grant, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver
COPIES SHEET DESCRIPTION
NO.
1 Set Final Recorded Plat
THESE ARE TRANSMITTED as checked below:
[ ] For Approval [ ] As Requested [ ] For Review and Comment
[ ] For Your Use []
REMARKS:
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc:
BKR/ads
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS Carmel DOCS Conn 7-13-21.doc
gVEYOR'S OFF
�Cemon C. ward, LI F.71d
Surveyor of 3familton County
Phone C317) 776-9495
Fax (317) 776-9629
Stoeppelwerth &Associates
7965 East 106'° Street
Fishers, IN 46038
RE: Jackson's Grant Section 7
Suite r88
One Manutton County Square
.Noblesville, Indiana 46o6o-2230
We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on
December 23, 2019, for this project and have the following comments:
1. The project falls in the incorporated area and MS4 jurisdiction of the City of Carmel.
2. The proposed project DOES NOT fall in a Carmel Wellhead Protection Zone,
3. The proposed project falls in the William's Creek Regulated Drain Watershed.
4. This project's drainage system is to be county regulated and will require the following procedural
items: Petition for regulated drain subdivision, engineer's estimate, and all associated bonds for
120% of construction cost. Outlet permit and subdivision nonenforcement have been received.
5. Please provide any updated construction plans/drainage calculations once all TAC comments
have been addressed
6. Please note, additional comments may be warranted at a later date.
Should you have any questions, I can be reached at Samuel.dark@hamiltoncounty.in.gov
Sincerely,
Sam Clark
Plan Reviewer
Shestak, Joe
From:Samuel Clark <Samuel.Clark@hamiltoncounty.in.gov>
Sent:Monday, August 31, 2020 11:29 AM
To:Betsy Bredlau; Duffy, John M; Faucett, Joe W; Stewart, Jason J; Seedorf, Meri S;
Quentin.Walker@charter.com; 'bw1917@att.com'; 'Jessica.Herrington@duke-
energy.com'; 'dan.davenport@aes.com'; rodney.johnson@aes.com; Miller, Chad R;
troy.yackle@energytransfer.com; ryan.hartman@trico.eco; randall.e.brown@usps.gov;
mklitzing@carmelclayparks.com; Ellison, Christopher M; David E. Lucas; Jason T.
LeMaster; McCoy, David W; Ryan.Daugherty@duke-energy.com; Huffman, David;
rfarrand@ccs.k12.in.us; Matthew (Matt) Stringer
(matthew_stringer@cable.comcast.com); marc.hill@metronetinc.com;
EarlSmall@cable.comcast.com; Hall, Willie; 'ckehl@citizensenergygroup.com'
Cc:Conn, Angelina V; Brian Robinson
Subject:RE: Jackson's Grant on Williams Creek, Section 7
**** This is an EXTERNAL email. Please exercise caution and Do Not open attachments or click links from
unknown senders or unexpected email. ****
Good Morning Betsy. We have received the most recent iteration of these plans and are satisfied with the design. The
th
stormwater system will be formally approved by the Hamilton County Drainage board on September 28 and we will
need at least two copies of the construction plans that have been stamped and approved by the city of Carmel upon
approval by the drainage board.
From: Betsy Bredlau <mbredlau@Stoeppelwerth.com>
Sent: Wednesday, August 26, 2020 1:08 PM
To: Samuel Clark <Samuel.Clark@hamiltoncounty.in.gov>; 'jduffy@carmel.in.gov' <jduffy@carmel.in.gov>;
'jfaucett@carmel.in.gov' <jfaucett@carmel.in.gov>; 'jjstewart@carmel.in.gov' <jjstewart@carmel.in.gov>; Seedorf, Meri
S <Meri.Seedorf@charter.com>; Quentin.Walker@charter.com; 'bw1917@att.com' <bw1917@att.com>;
'Jessica.Herrington@duke-energy.com' <Jessica.Herrington@duke-energy.com>; 'dan.davenport@aes.com'
<dan.davenport@aes.com>; rodney.johnson@aes.com; Miller, Chad R <Chad.R.Miller@centerpointenergy.com>;
troy.yackle@energytransfer.com; ryan.hartman@trico.eco; randall.e.brown@usps.gov;
mklitzing@carmelclayparks.com; cellison@carmel.in.gov; David E. Lucas <David.Lucas@hamiltoncounty.in.gov>; Jason T.
LeMaster <Jason.LeMaster@hamiltoncounty.in.gov>; dmccoy <dmccoy@carmel.in.gov>; Ryan.Daugherty@duke-
energy.com; 'dhuffman@carmel.in.gov' <dhuffman@carmel.in.gov>; rfarrand@ccs.k12.in.us; Matthew (Matt) Stringer
(matthew_stringer@cable.comcast.com) <matthew_stringer@cable.comcast.com>; marc.hill@metronetinc.com;
EarlSmall@cable.comcast.com; Hall, Willie <whall@crossroadengineers.com>; 'ckehl@citizensenergygroup.com'
<ckehl@citizensenergygroup.com>
Cc: 'Conn, Angelina V (Aconn@carmel.in.gov)' <Aconn@carmel.in.gov>; Brian Robinson
<brobinson@Stoeppelwerth.com>
Subject: Jackson's Grant on Williams Creek, Section 7
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender
and know the content is safe.
1
Good afternoon all,
On December 18, 2019 plans were delivered or sent to you via UPS and/or US mail depending
on your preference as to how you wanted your plans (hard copy or CD-ROM). We have not received
any comments regarding this submittal and are required to confirm with you that you did receive
plans for the above-referenced project. Please send confirmation that you did receive plans
and/or any comments you may have. If you have any questions or need plans, please give Brian
Robinson a call at (317) 570-4763.
Thank you,
Betsy Bredlau
Administrative Assistant
Stoeppelwerth & Associates, Inc.
th
7965 East 106 Street
Fishers, Indiana 46038
(317) 849-5935
The information in this email may contain confidential information and is intended solely for the attention and use of the named
addressee(s). It must not be disclosed to any person(s) without authorization. If you are not the intended recipient, or a person
responsible for delivering it to the intended recipient, you are not authorized to, and must not disclose, copy, distribute, or retain
this message or any part of it. If you have received this communication in error, please notify the sender immediately.
2
Shestak, Joe
From:Klitzing, Michael <MKlitzing@carmelclayparks.com>
Sent:Monday, August 31, 2020 11:30 AM
To:Samuel Clark; Betsy Bredlau; Duffy, John M; Faucett, Joe W; Stewart, Jason J; Seedorf,
Meri S; Quentin.Walker@charter.com; 'bw1917@att.com'; 'Jessica.Herrington@duke-
energy.com'; 'dan.davenport@aes.com'; rodney.johnson@aes.com; Miller, Chad R;
troy.yackle@energytransfer.com; ryan.hartman@trico.eco; randall.e.brown@usps.gov;
Ellison, Christopher M; David E. Lucas; Jason T. LeMaster; McCoy, David W;
Ryan.Daugherty@duke-energy.com; Huffman, David; rfarrand@ccs.k12.in.us; Matthew
(Matt) Stringer (matthew_stringer@cable.comcast.com); marc.hill@metronetinc.com;
EarlSmall@cable.comcast.com; Hall, Willie; 'ckehl@citizensenergygroup.com'
Cc:Conn, Angelina V; Brian Robinson
Subject:RE: Jackson's Grant on Williams Creek, Section 7
I have no comments on the plans.
Michael W. Klitzing, CPRE
Director of Parks and Recreation/CEO
Administrative Offices
th
1411 East 116 Street
Carmel, IN 46032
317.573.4018
carmelclayparks.com
A National Gold Medal Winner and Accredited Agency
From: Samuel Clark <Samuel.Clark@hamiltoncounty.in.gov>
Sent: Monday, August 31, 2020 11:29 AM
To: Betsy Bredlau <mbredlau@Stoeppelwerth.com>; Duffy, John M <JDuffy@carmel.in.gov>; Faucett, Joe W
<JFaucett@carmel.in.gov>; Stewart, Jason J <jjstewart@carmel.in.gov>; Seedorf, Meri S <Meri.Seedorf@charter.com>;
Quentin.Walker@charter.com; 'bw1917@att.com' <bw1917@att.com>; 'Jessica.Herrington@duke-energy.com'
<Jessica.Herrington@duke-energy.com>; 'dan.davenport@aes.com' <dan.davenport@aes.com>;
rodney.johnson@aes.com; Miller, Chad R <Chad.R.Miller@centerpointenergy.com>; troy.yackle@energytransfer.com;
ryan.hartman@trico.eco; randall.e.brown@usps.gov; Klitzing, Michael <MKlitzing@carmelclayparks.com>; Ellison,
Christopher M <CEllison@carmel.in.gov>; David E. Lucas <David.Lucas@hamiltoncounty.in.gov>; Jason T. LeMaster
<Jason.LeMaster@hamiltoncounty.in.gov>; McCoy, David W <DMcCoy@carmel.in.gov>; Ryan.Daugherty@duke-
energy.com; Huffman, David <DHuffman@carmel.in.gov>; rfarrand@ccs.k12.in.us; Matthew (Matt) Stringer
(matthew_stringer@cable.comcast.com) <matthew_stringer@cable.comcast.com>; marc.hill@metronetinc.com;
EarlSmall@cable.comcast.com; Hall, Willie <whall@crossroadengineers.com>; 'ckehl@citizensenergygroup.com'
<ckehl@citizensenergygroup.com>
Cc: Conn, Angelina V <Aconn@carmel.in.gov>; Brian Robinson <brobinson@Stoeppelwerth.com>
Subject: RE: Jackson's Grant on Williams Creek, Section 7
1
Good Morning Betsy. We have received the most recent iteration of these plans and are satisfied with the design. The
th
stormwater system will be formally approved by the Hamilton County Drainage board on September 28 and we will
need at least two copies of the construction plans that have been stamped and approved by the city of Carmel upon
approval by the drainage board.
From: Betsy Bredlau <mbredlau@Stoeppelwerth.com>
Sent: Wednesday, August 26, 2020 1:08 PM
To: Samuel Clark <Samuel.Clark@hamiltoncounty.in.gov>; 'jduffy@carmel.in.gov' <jduffy@carmel.in.gov>;
'jfaucett@carmel.in.gov' <jfaucett@carmel.in.gov>; 'jjstewart@carmel.in.gov' <jjstewart@carmel.in.gov>; Seedorf, Meri
S <Meri.Seedorf@charter.com>; Quentin.Walker@charter.com; 'bw1917@att.com' <bw1917@att.com>;
'Jessica.Herrington@duke-energy.com' <Jessica.Herrington@duke-energy.com>; 'dan.davenport@aes.com'
<dan.davenport@aes.com>; rodney.johnson@aes.com; Miller, Chad R <Chad.R.Miller@centerpointenergy.com>;
troy.yackle@energytransfer.com; ryan.hartman@trico.eco; randall.e.brown@usps.gov;
mklitzing@carmelclayparks.com; cellison@carmel.in.gov; David E. Lucas <David.Lucas@hamiltoncounty.in.gov>; Jason T.
LeMaster <Jason.LeMaster@hamiltoncounty.in.gov>; dmccoy <dmccoy@carmel.in.gov>; Ryan.Daugherty@duke-
energy.com; 'dhuffman@carmel.in.gov' <dhuffman@carmel.in.gov>; rfarrand@ccs.k12.in.us; Matthew (Matt) Stringer
(matthew_stringer@cable.comcast.com) <matthew_stringer@cable.comcast.com>; marc.hill@metronetinc.com;
EarlSmall@cable.comcast.com; Hall, Willie <whall@crossroadengineers.com>; 'ckehl@citizensenergygroup.com'
<ckehl@citizensenergygroup.com>
Cc: 'Conn, Angelina V (Aconn@carmel.in.gov)' <Aconn@carmel.in.gov>; Brian Robinson
<brobinson@Stoeppelwerth.com>
Subject: Jackson's Grant on Williams Creek, Section 7
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender
and know the content is safe.
Good afternoon all,
On December 18, 2019 plans were delivered or sent to you via UPS and/or US mail depending
on your preference as to how you wanted your plans (hard copy or CD-ROM). We have not received
any comments regarding this submittal and are required to confirm with you that you did receive
plans for the above-referenced project. Please send confirmation that you did receive plans
and/or any comments you may have. If you have any questions or need plans, please give Brian
Robinson a call at (317) 570-4763.
Thank you,
Betsy Bredlau
Administrative Assistant
Stoeppelwerth & Associates, Inc.
th
7965 East 106 Street
Fishers, Indiana 46038
(317) 849-5935
2
Shestak, Joe
From:Huffman, David
Sent:Wednesday, August 26, 2020 1:53 PM
To:'Betsy Bredlau'; samuel.clark@hamiltoncounty.in.gov; Duffy, John M; Faucett, Joe W;
Stewart, Jason J; Seedorf, Meri S; Quentin.Walker@charter.com; 'bw1917@att.com';
'Jessica.Herrington@duke-energy.com'; 'dan.davenport@aes.com';
rodney.johnson@aes.com; troy.yackle@energytransfer.com; ryan.hartman@trico.eco;
randall.e.brown@usps.gov; Klitzing, Michael; Ellison, Christopher M;
'david.lucas@hamiltonCounty.in.gov'; Jason T. LeMaster; McCoy, David W;
Ryan.Daugherty@duke-energy.com; rfarrand@ccs.k12.in.us; Matthew (Matt) Stringer
(matthew_stringer@cable.comcast.com); marc.hill@metronetinc.com;
EarlSmall@cable.comcast.com; Hall, Willie; 'ckehl@citizensenergygroup.com'
Cc:Conn, Angelina V; Brian Robinson
Subject:RE: Jackson's Grant on Williams Creek, Section 7
Good afternoon Betsy,
I did receive the plans and have no comments at this time.
Dave Huffman
Street Commisioner
City of Carmel
st
3400 W. 131 Street
Carmel, IN. 46074
From: Betsy Bredlau <mbredlau@Stoeppelwerth.com>
Sent: Wednesday, August 26, 2020 1:08 PM
To: samuel.clark@hamiltoncounty.in.gov; Duffy, John M <JDuffy@carmel.in.gov>; Faucett, Joe W
<JFaucett@carmel.in.gov>; Stewart, Jason J <jjstewart@carmel.in.gov>; Seedorf, Meri S <Meri.Seedorf@charter.com>;
Quentin.Walker@charter.com; 'bw1917@att.com' <bw1917@att.com>; 'Jessica.Herrington@duke-energy.com'
<Jessica.Herrington@duke-energy.com>; 'dan.davenport@aes.com' <dan.davenport@aes.com>;
rodney.johnson@aes.com; Miller, Chad R <Chad.R.Miller@centerpointenergy.com>; troy.yackle@energytransfer.com;
ryan.hartman@trico.eco; randall.e.brown@usps.gov; mklitzing@carmelclayparks.com; Ellison, Christopher M
<CEllison@carmel.in.gov>; 'david.lucas@hamiltonCounty.in.gov' <david.lucas@hamiltonCounty.in.gov>; Jason T.
LeMaster <Jason.LeMaster@hamiltoncounty.in.gov>; McCoy, David W <DMcCoy@carmel.in.gov>;
Ryan.Daugherty@duke-energy.com; Huffman, David <DHuffman@carmel.in.gov>; rfarrand@ccs.k12.in.us; Matthew
(Matt) Stringer (matthew_stringer@cable.comcast.com) <matthew_stringer@cable.comcast.com>;
marc.hill@metronetinc.com; EarlSmall@cable.comcast.com; Hall, Willie <whall@crossroadengineers.com>;
'ckehl@citizensenergygroup.com' <ckehl@citizensenergygroup.com>
Cc: Conn, Angelina V <Aconn@carmel.in.gov>; Brian Robinson <brobinson@Stoeppelwerth.com>
Subject: Jackson's Grant on Williams Creek, Section 7
1
**** This is an EXTERNAL email. Please exercise caution and Do Not open attachments or click links
from unknown senders or unexpected email. ****
Good afternoon all,
On December 18, 2019 plans were delivered or sent to you via UPS and/or US mail depending
on your preference as to how you wanted your plans (hard copy or CD-ROM). We have not received
any comments regarding this submittal and are required to confirm with you that you did receive
plans for the above-referenced project. Please send confirmation that you did receive plans
and/or any comments you may have. If you have any questions or need plans, please give Brian
Robinson a call at (317) 570-4763.
Thank you,
Betsy Bredlau
Administrative Assistant
Stoeppelwerth & Associates, Inc.
th
7965 East 106 Street
Fishers, Indiana 46038
(317) 849-5935
2
Shestak, Joe
From:Betsy Bredlau <mbredlau@Stoeppelwerth.com>
Sent:Wednesday, August 26, 2020 1:35 PM
To:Brian Robinson
Cc:Conn, Angelina V
Subject:FW: Jacksons Grant on Williams Creek Sec 7
**** This is an EXTERNAL email. Please exercise caution and Do Not open attachments or click links from
unknown senders or unexpected email. ****
From: Ryan Hartman <ryan.hartman@trico.eco>
Sent: Wednesday, August 26, 2020 1:34 PM
To: Betsy Bredlau <mbredlau@Stoeppelwerth.com>
Subject: FW: Jacksons Grant on Williams Creek Sec 7
Ryan Hartman, District Engineer
TriCo Regional Sewer Utility
10701 North College Avenue, Suite A, Carmel, Indiana 46280
Phone 317-844-9200 ext. 203 • Website www.trico.eco • Email ryan.hartman@trico.eco
Clay Township Regional Waste District is now TriCo Regional Sewer Utility. New Name…. Same Great Utility!
From: Ryan Hartman <ryan.hartman@trico.eco>
Sent: Wednesday, August 26, 2020 1:32 PM
To: brobinson@stoeppelwerth.com
Cc: 'Doug Wagner' <dwagner@republicdev.com>
Subject: RE: Jacksons Grant on Williams Creek Sec 7
Brian,
The SSE does not extend all the way to the property line for lot 333. Also Common Area #3 needs to include a SSE or
an easement across this common area to accommodate the sanitary sewer crossing. Thank you!
Ryan Hartman, District Engineer
TriCo Regional Sewer Utility
10701 North College Avenue, Suite A, Carmel, Indiana 46280
Phone 317-844-9200 ext. 203 • Website www.trico.eco • Email ryan.hartman@trico.eco
1
Clay Township Regional Waste District is now TriCo Regional Sewer Utility. New Name…. Same Great Utility!
From: Ryan Hartman <ryan.hartman@trico.eco>
Sent: Wednesday, July 15, 2020 8:19 AM
To: brobinson@stoeppelwerth.com
Cc: 'Doug Wagner' <dwagner@republicdev.com>
Subject: RE: Jacksons Grant on Williams Creek Sec 7
Brian,
Everything looks pretty good….the only final comment(s) I have is that there should be an existing SSE shown between
lots 232 and 233 as well as showing locations of existing laterals. CA#29 needs to be classified as a SSE and the sanitary
sewer specification needs updated (see attached).
Doug….I know that we already have a recorded easement across the sanitary sewer but thought it may be beneficial to
show/add to the plat. If the plot plans do not show this when permits are issued I can only assume that the buyers will
not be happy.
Thank you!
Ryan Hartman, District Engineer
TriCo Regional Sewer Utility
10701 North College Avenue, Suite A, Carmel, Indiana 46280
Phone 317-844-9200 ext. 203 • Website www.trico.eco • Email ryan.hartman@trico.eco
Clay Township Regional Waste District is now TriCo Regional Sewer Utility. New Name…. Same Great Utility!
From: Ryan Hartman <ryan.hartman@trico.eco>
Sent: Thursday, June 4, 2020 11:45 AM
To: Brian Robinson <brobinson@stoeppelwerth.com>
Subject: FW: Jacksons Grant on Williams Creek Sec 7
Brian,
Have these comments been addressed w/ a plan resubmittal?
Ryan Hartman, District Engineer
TriCo Regional Sewer Utility
10701 North College Avenue, Suite A, Indianapolis, Indiana 46280
Phone 317-844-9200 ext. 203 • Website www.trico.eco • Email ryan.hartman@trico.eco
Clay Township Regional Waste District is now TriCo Regional Sewer Utility. New Name…. Same Great Utility!
From: Ryan Hartman <ryan.hartman@trico.eco>
Sent: Friday, December 20, 2019 10:39 AM
To: Brian Robinson <brobinson@Stoeppelwerth.com>
Subject: Jacksons Grant on Williams Creek Sec 7
2
Brian,
I have a few comments based upon your submittal. I have attached a pic so you can see a requested sewer
realignment. Although it adds a little more length to the overall project it will significantly decrease the overall lateral
lengths to the back parcels. The other item is I would ask that you start MH labeling at JG710 as to not duplicate from
other sections. On front page Utility Contacts should now be TriCo Regional Sewer Utility.
Please let me know should you have any questions.
Ryan Hartman, District Engineer
TriCo Regional Sewer Utility
10701 North College Avenue, Suite A, Indianapolis, Indiana 46280
Phone 317-844-9200 • Direct 317-660-6604 • Website www.trico.eco • Email ryan.hartman@trico.eco
Clay Township Regional Waste District is now TriCo Regional Sewer Utility. New Name…. Same Great Utility!
3
Shestak, Joe
From:Yackle, Troy <Troy.Yackle@energytransfer.com>
Sent:Wednesday, August 26, 2020 1:15 PM
To:Betsy Bredlau; Fuller, Scott
Cc:Conn, Angelina V; Brian Robinson; Wood, Mark A.; Cloud, Nathan R.; Yackle, Troy
Subject:RE: Jackson's Grant on Williams Creek, Section 7
**** This is an EXTERNAL email. Please exercise caution and Do Not open attachments or click links from
unknown senders or unexpected email. ****
Scott,
Please confirm if PEPL received the referenced plans and if they have been reviewed.
Thank you,
Troy A.Yackle
Right-of-Way Manager
Panhandle Eastern Pipe Line Company, LP
Trunkline Gas Company, LLC
Dakota Access, LLC
Rover Pipeline, LLC
Energy Transfer Crude Oil Company, LLC
Office: 317.733.3213
Cell: 563.370.9959
troy.yackle@energytransfer.com
From: Betsy Bredlau <mbredlau@Stoeppelwerth.com>
Sent: Wednesday, August 26, 2020 1:08 PM
To: samuel.clark@hamiltoncounty.in.gov; 'jduffy@carmel.in.gov' <jduffy@carmel.in.gov>; 'jfaucett@carmel.in.gov'
<jfaucett@carmel.in.gov>; 'jjstewart@carmel.in.gov' <jjstewart@carmel.in.gov>; Seedorf, Meri S
<Meri.Seedorf@charter.com>; Quentin.Walker@charter.com; 'bw1917@att.com' <bw1917@att.com>;
'Jessica.Herrington@duke-energy.com' <Jessica.Herrington@duke-energy.com>; 'dan.davenport@aes.com'
<dan.davenport@aes.com>; rodney.johnson@aes.com; Miller, Chad R <Chad.R.Miller@centerpointenergy.com>; Yackle,
Troy <Troy.Yackle@energytransfer.com>; ryan.hartman@trico.eco; randall.e.brown@usps.gov;
mklitzing@carmelclayparks.com; cellison@carmel.in.gov; 'david.lucas@hamiltonCounty.in.gov'
<david.lucas@hamiltonCounty.in.gov>; Jason T. LeMaster <Jason.LeMaster@hamiltoncounty.in.gov>; McCoy, David W
<DMcCoy@carmel.in.gov>; Ryan.Daugherty@duke-energy.com; 'dhuffman@carmel.in.gov' <dhuffman@carmel.in.gov>;
rfarrand@ccs.k12.in.us; Matthew (Matt) Stringer (matthew_stringer@cable.comcast.com)
<matthew_stringer@cable.comcast.com>; marc.hill@metronetinc.com; EarlSmall@cable.comcast.com; Hall, Willie
<whall@crossroadengineers.com>; 'ckehl@citizensenergygroup.com' <ckehl@citizensenergygroup.com>
Cc: 'Conn, Angelina V (Aconn@carmel.in.gov)' <Aconn@carmel.in.gov>; Brian Robinson
<brobinson@Stoeppelwerth.com>
Subject: Jackson's Grant on Williams Creek, Section 7
1
Good afternoon all,
On December 18, 2019 plans were delivered or sent to you via UPS and/or US mail depending
on your preference as to how you wanted your plans (hard copy or CD-ROM). We have not received
any comments regarding this submittal and are required to confirm with you that you did receive
plans for the above-referenced project. Please send confirmation that you did receive plans
and/or any comments you may have. If you have any questions or need plans, please give Brian
Robinson a call at (317) 570-4763.
Thank you,
Betsy Bredlau
Administrative Assistant
Stoeppelwerth & Associates, Inc.
th
7965 East 106 Street
Fishers, Indiana 46038
(317) 849-5935
Private and confidential as detailed here. If you cannot access hyperlink, please e-mail sender.
2
Shestak, Joe
From:Betsy Bredlau <mbredlau@Stoeppelwerth.com>
Sent:Wednesday, August 26, 2020 1:13 PM
To:Brian Robinson
Cc:Conn, Angelina V
Subject:FW: Jackson's Grant on Williams Creek, Section 7
**** This is an EXTERNAL email. Please exercise caution and Do Not open attachments or click links from
unknown senders or unexpected email. ****
From: McCoy, David W <DMcCoy@carmel.in.gov>
Sent: Wednesday, August 26, 2020 1:11 PM
To: Betsy Bredlau <mbredlau@Stoeppelwerth.com>
Subject: RE: Jackson's Grant on Williams Creek, Section 7
Betsy,
I did receive plans and I have no comments.
David McCoy
GIS Analyst/Addressing Coordinator, City Of Carmel, IN
317-571-2566
From: Betsy Bredlau <mbredlau@Stoeppelwerth.com>
Sent: Wednesday, August 26, 2020 1:08 PM
To: samuel.clark@hamiltoncounty.in.gov; Duffy, John M <JDuffy@carmel.in.gov>; Faucett, Joe W
<JFaucett@carmel.in.gov>; Stewart, Jason J <jjstewart@carmel.in.gov>; Seedorf, Meri S <Meri.Seedorf@charter.com>;
Quentin.Walker@charter.com; 'bw1917@att.com' <bw1917@att.com>; 'Jessica.Herrington@duke-energy.com'
<Jessica.Herrington@duke-energy.com>; 'dan.davenport@aes.com' <dan.davenport@aes.com>;
rodney.johnson@aes.com; Miller, Chad R <Chad.R.Miller@centerpointenergy.com>; troy.yackle@energytransfer.com;
ryan.hartman@trico.eco; randall.e.brown@usps.gov; mklitzing@carmelclayparks.com; Ellison, Christopher M
<CEllison@carmel.in.gov>; 'david.lucas@hamiltonCounty.in.gov' <david.lucas@hamiltonCounty.in.gov>; Jason T.
LeMaster <Jason.LeMaster@hamiltoncounty.in.gov>; McCoy, David W <DMcCoy@carmel.in.gov>;
Ryan.Daugherty@duke-energy.com; Huffman, David <DHuffman@carmel.in.gov>; rfarrand@ccs.k12.in.us; Matthew
(Matt) Stringer (matthew_stringer@cable.comcast.com) <matthew_stringer@cable.comcast.com>;
marc.hill@metronetinc.com; EarlSmall@cable.comcast.com; Hall, Willie <whall@crossroadengineers.com>;
'ckehl@citizensenergygroup.com' <ckehl@citizensenergygroup.com>
Cc: Conn, Angelina V <Aconn@carmel.in.gov>; Brian Robinson <brobinson@Stoeppelwerth.com>
Subject: Jackson's Grant on Williams Creek, Section 7
**** This is an EXTERNAL email. Please exercise caution and Do Not open attachments or click links from
unknown senders or unexpected email. ****
1
Good afternoon all,
On December 18, 2019 plans were delivered or sent to you via UPS and/or US mail depending
on your preference as to how you wanted your plans (hard copy or CD-ROM). We have not received
any comments regarding this submittal and are required to confirm with you that you did receive
plans for the above-referenced project. Please send confirmation that you did receive plans
and/or any comments you may have. If you have any questions or need plans, please give Brian
Robinson a call at (317) 570-4763.
Thank you,
Betsy Bredlau
Administrative Assistant
Stoeppelwerth & Associates, Inc.
th
7965 East 106 Street
Fishers, Indiana 46038
(317) 849-5935
2
Shestak, Joe
From:Betsy Bredlau <mbredlau@Stoeppelwerth.com>
Sent:Wednesday, August 26, 2020 1:08 PM
To:samuel.clark@hamiltoncounty.in.gov; Duffy, John M; Faucett, Joe W; Stewart, Jason J;
Seedorf, Meri S; Quentin.Walker@charter.com; 'bw1917@att.com';
'Jessica.Herrington@duke-energy.com'; 'dan.davenport@aes.com';
rodney.johnson@aes.com; Miller, Chad R; troy.yackle@energytransfer.com;
ryan.hartman@trico.eco; randall.e.brown@usps.gov; mklitzing@carmelclayparks.com;
Ellison, Christopher M; 'david.lucas@hamiltonCounty.in.gov'; Jason T. LeMaster;
McCoy, David W; Ryan.Daugherty@duke-energy.com; Huffman, David;
rfarrand@ccs.k12.in.us; Matthew (Matt) Stringer
(matthew_stringer@cable.comcast.com); marc.hill@metronetinc.com;
EarlSmall@cable.comcast.com; Hall, Willie; 'ckehl@citizensenergygroup.com'
Cc:Conn, Angelina V; Brian Robinson
Subject:Jackson's Grant on Williams Creek, Section 7
**** This is an EXTERNAL email. Please exercise caution and Do Not open attachments or click links from
unknown senders or unexpected email. ****
Good afternoon all,
On December 18, 2019 plans were delivered or sent to you via UPS and/or US mail depending
on your preference as to how you wanted your plans (hard copy or CD-ROM). We have not received
any comments regarding this submittal and are required to confirm with you that you did receive
plans for the above-referenced project. Please send confirmation that you did receive plans
and/or any comments you may have. If you have any questions or need plans, please give Brian
Robinson a call at (317) 570-4763.
Thank you,
Betsy Bredlau
Administrative Assistant
Stoeppelwerth & Associates, Inc.
th
7965 East 106 Street
Fishers, Indiana 46038
(317) 849-5935
1
gVEYOR'S OFF
�Cemon C. ward, LI F.71d
Surveyor of 3familton County
Phone C317) 776-9495
Fax (317) 776-9629
Stoeppelwerth &Associates
7965 East 106'° Street
Fishers, IN 46038
RE: Jackson's Grant Section 7
Suite r88
One Manutton County Square
.Noblesville, Indiana 46o6o-2230
We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on
December 23, 2019, for this project and have the following comments:
1. The project falls in the incorporated area and MS4 jurisdiction of the City of Carmel.
2. The proposed project DOES NOT fall in a Carmel Wellhead Protection Zone,
3. The proposed project falls in the William's Creek Regulated Drain Watershed.
4. This project's drainage system is to be county regulated and will require the following procedural
items: Petition for regulated drain subdivision, engineer's estimate, and all associated bonds for
120% of construction cost. Outlet permit and subdivision nonenforcement have been received.
5. Please provide any updated construction plans/drainage calculations once all TAC comments
have been addressed
6. Please note, additional comments may be warranted at a later date.
Should you have any questions, I can be reached at Samuel.dark@hamiltoncounty.in.gov
Sincerely,
Sam Clark
Plan Reviewer
CITY OF CARMEL SU13DIVISION CONTROL ORDINANCE
9.06 Subdivider Agreement Forms.
9.06.01 The following agreement shall be included as a submittal with the final plat approval application:
AGREEMENT
The developer shall be responsible for any drainage problems, I hiding standing water, flooding and
erosion control, which arise or become evident at any time during the 3 year maintenance period after
the release of the subdivision bond, and which is attributable to a deficiency in subdivision drainage
design or construction of drainage improvements. This shall Include all pipes, structures, swales,
ditches and ponds which are pertinent features to the proper drainage of the subdivision.
This responsibility of the developer shall not, however, include problems which are created subsequent
to the completion of the subdivision improvements by the improper grading by individual builders or
structures and improper grading installed or accomplished by individual homeowners.
It is the intent of this agreement that the developer shall specifically provide such sub -surface drains, or
storm sewers or ditches, as are required to properly rectify any drainage problem or sub -surface water
problem which was not contemplated in the original approved subdivision design, including, but not
restricted to, disposal of sub -surface water from footing drains of individual lots.
ROAD IMPROVEMENTS: The typical agreement for existing contiguous Hamilton County Roads
which are substandard, with Hamilton County is:
The developer will put in 12-inch stone base to the required width of the road, and grade the shoulders
to a minimum of 6 feet width and construct proper side -ditches, or, provide storm sewer and curbs.
This Wit be the black top grade during construction of subdivision. Then the county will come in and cut
our 3 inches and put in 3 inches binder asphalt after which the developer will be responsible for 1 inch
of asphalt topping. This is being done as joint projects between county and developer. An agreement
shall be executed, in writing, between the developer and Hamilton county specifically detailing the exact
work to be accomplished by the developer and that to be accomplished by the County, and shall also
state the road or roads or portions thereof which are included. If the subdivision is contemplated to be
annexed to the City of Cartel, then the agreement shall include the City of Carmel Board of Public
Works as a signatory, which shall be for the purpose of the City of Carmel agreeing to accept the
mar rice and operation, the improved road facility upon completion of said improvements and
cogNpletiOn of annexation.
(_�� f .i r December 18, 2019
V Date
er
L" -.,
E. Bredlau
Chapter 9: Plat Certificates, Deed of Dedication
9-6
as adopted per7,-160; as amended per Z-486-06
Spring 2006 vI
INSTRUCTIONS FOR OUTLET PERMIT REQUESTS
HAMILTON COUNTY SURVEYOR'S OFFICE
KENTON C. WARD, SURVEYOR
I. Request shall be made to the Hamilton County Surveyor's Office.
2. Request shall be made on standard form only, completely filled out with:
a. Name of Drain.
b. Parcel number of property involved.
c. Project name (if none then put individual's name).
d. Name & address of owner/contractor.
e. Specifications of the outlet shall include calculations; if required, size of the
drain, length of the drain, and gradient of the drain. This office may require
more details depending on the characteristics of the outlet.
f. Plot plan showing regulated drain, private drain location, size and type of drain
material, point of connection, lot lines, buildings, physical features, platted
easements/rights-of way, and any other information required by the Surveyor's
Office.
g. Copy of warranty deed (if property has transferred in last 60 days).
3. The form must be signed by the applicant or an agent of the applicant.
4. Checks or money orders are to be made payable to the Hamilton County
Treasurer. Fees are as follows:
a. Individuals $ 75.00/Outlet
b. Subdivisions, Commercial projects and Utilities $150.00/Outlet
c. Indirect (subdivision & commercial projects) $150.00/Outlet
5. Permit fee is a non-refundable review fee.
Adobe PDF Fllable Form
OUTLET REQUEST Revised May 2014
HAMILTON COUNTY SURVEYORS OFFICE
One Hamilton County Square, Suite 188
Noblesville, Indiana 46060
317-776-8495 fax: 317-776-9628
Name of Drain: Williams Creek
Parcel Number: 17-09-34-00-00-008.101
Jackson's Grant on
Project Name: Williams Creek, Section 7
Township: Clay
Jackson's Grant Real Estate Co., LLC by JG
Applicant's NameDevelopment Company LLC its manager Property OwnerJackson s Grant Real Estate Co.,
Address: 13578 East 131 st Street, Suite 200 Property Address•0 Spring Mill Road
Fishers, Indiana 46037
Carmel, Indiana 46032
Phone: 3{ 171770-7011 Phone: f 317) 770-7011
E-mail: dwagner@republicdev.com E-mail: dwagner@republicdev.com
Contractor- Installer: NSA
Address:
Phone:) E-mail:
Purpose of Private Tile: Residential Subdivision
Size of Tile:
Number of Outlets: 1
Location of Outlet:
Type of Tile:
Length of Tile:
Will private file cross property not owned by the applicant? No
If yes, list parcel numbers, names and addresses of those that will be crossed:
I hereby request permission to outlet a private drain into the above mentioned regulated drain. The
construction shall conform to the standards of the County Surveyor at the point of connection with
the regulated drain. A location map of the drain is attached showing the location of the regulated
drain, private drain, point of connection, lot lines, buildings and other physical features, and platted
e seprnd right-of-ways. This request is made as per I. C. 36-9-27-17.
DouglWa er - Senior VP Jackson's rant Real
{�,`�EstateLLC by JG Development Co., LC its Manager December 18, 2019Applicants Signature Date
Check Tifle: Owner: V( Contractor: Engineer: Tenant: Other:
***For Office Use Only***
Permit#: Plan Project Number: Check:
Engineering Firm:
Adobe PDF Flfiabie Form
INSTRUCTION TO COMPLETE NON -ENFORCEMENT
REQUESTS FOR SUBDIVISIONS
The following are instructions for the completion of the Subdivision Non -enforcement form.
A. The Non -enforcement Request and Non -enforcement Information form shall be
submitted to the Hamilton County Surveyor's Office at the same time subdivision
Drain Petition is filed.
B. Request shall be on the standard form, as supplied by the Surveyors Office.
C. The form shall be completely filled out with the following information:
1. Name of individual, firm, partnership or corporation filing secondary plat.
2. Name of drain.
3. Name of subdivision including section if applicable.
4. Instrument Number and Plat cabinet/slide number of Plat Recording (if previously
recorded).
5. Signed by individual or officer of firm or corporation or general or managing
partner of partnership. Show printed name of signatory and his or title if done by
firm, corporation or partnership.
D. Surveyor shall fill out the blank labeled "Other Conditions".
E. The form must be signed by, and have printed name of owner of record as shown on
the records with the Hamilton County Auditor.
F. With this form, submit one check for one -hundred ($100.00) dollars, made
payable to the Hamilton County Treasurer.
G. Permit fee is a non-refundable review fee.
NON -ENFORCEMENT OF DRAINAGE
EASEMENT IN SUBDIVISIONS
STATE OF INDIANA )
COUNTY OF HAMILTON )
* * _FOR REC0RD1,.-1e '.S OFFICE 1,4W. ONLY* * *
BEFORE THE HAMILTON
COUNTY DRAINAGE BOARD
Jackson's Grant Real Estate Co., LLC by JG
At the request of Development Company, LLC its manager The Hamilton County Drainage
Board considered the extent of the drainage easement on the Williams Creek _ Drain in the
Jackson's Grant on Williams Creek, Section 7 Subdivision. Upon the agreement in writing by the recorded
owner(s) of land involved that such owner(s) agree and covenants that neither the Hamilton County
Drainage Board nor any Contractor nor Workman operating under the authority of said Board will be
held liable for any damages resulting from construction, reconstruction, or maintenance of the above
named drain at said location, whether to the real estate or improvements thereon the Board agreed:
1. That it will not enforce the easement beyond those shown on the Subdivision plat recorded as
Instrument No. and in Plat Cabinet_ Slide___ in the Hamilton County
Recorders Office.
2. It will not object to the improvement of said real estate beyond such distance, and
3. Other Conditions:
';AD�jWlCANT
Douglas B. Wagner - Senior VP Jackson's
Grant Real Estate Co., LLC by JG
Development Co., LC its Manager
PRINTED NAME
Jackson's Grant Real Estate Co., LLC
PRINTED NAME (Owner of Land)
I * * *FOR BOARD USE ONLY* * * — 1
AGREEMENT WILL BECOME EFFECTIVE UPON RECORDING. SIGNED THIS
DAY OF 20 BY THE HAMILTON
COUNTY DRAINAGE BOARD.
PRESIDENT OF DRAINAGE BOARD MEMBER OF DRAINAGE BOARD
MEMBER OF DRAINAGE BOARD
I aiiirm, under ine penalties for perjury, that 1 have taken reasonable care to redact each Social Security
Number in this document, unless required by law : Kenton C. Ward Surveyor "
Prepared by the Hamilton County Drainage Board: Michael A. Howard Attorney
Revised May 2016
NON -ENFORCEMENT INFORMATION
Hamilton County Surveyor's Office
One Hamilton County Square, Suite 188
Noblesville, IN 46060
317-776-8495 fax: 317-776-9628
W
Name of Drain: Williams Creek
Parcel Number: 17-09-34-00-00-008.101
Jackson's Grant Real Estate Co.,
Applicant's Name: LLC by JG Development its
Address: 13578 East 131 st Street, Suite 200
Fishers, Indiana 46037
317 770-7011
Phone: (
E-mail: dwagner@republicdev.com
Project NameJackson's Grant on Williams Creek, Section 7
Township: Clay
Property Owner: Jackson's Grant Real Estate Co., LLC
Property Address: 0 Spring Mill Road
Carmel, Indiana 46032
Phone: ( 317 ) 770-7011
E-mail: dwagner@republicdev.com
Contact Name: Douglas B. Wagner N/A
Contractor -Installer:
Address: 13578 E. 131st St., Ste. 200, Fishers IN 46037
Address:
317 770-7011
Phone: (_) Phone: I
dwagner@republicdev.com
E-mail: _ E-mail:
Purpose of Non -enforcement: Residential Subdivision
As seen on
Reduced to: Secondary Plat feet on Both
side of Drain.
If Utility, how many feet is line paralelling drain:
Plan Project / Job Number: Jackson's Grant on Williams Creek, Section 7 / 60160REP-S7
Project Location: West side of Spring Mill Road approximately 4,600' North of 116th Street.
Engineering Firm: Stoeppelwerth & Associates, Inc. - Brian K. Robinson
7965 East 106th Street, Fishers, Indiana 46038
Address:
Phone: 3( 17 )
849-5935
E-mail:
brobinson@stoeppelwerth.com
"For Office Use Only"
Permit # Project # Check 4
Specifications and Guidelines for Plan Design
PLAN CERTIFICATION
Department of Engineering
City of Carmel
Mike McBride, City Engineer
Project Name: Jackson's Grant on Williams Creek, Section 7
Site Address: West side of Spring Mill Road approximately 4,600' North of 116th Street
Applicant: Douglas B. Wagner - Jackson's Grant Real Estate Co. LLC by JG Development Company LLC its manager
Telephone: 317-770-7011
Cover Sheet
YES
NO
N/A
Project name or title, site location map, soils map, and index.
(
V
Engineering firm's name, address, phone, fax, and a -mail address. Project Manager, Architect, and
Surveyor. Developer's
name, address, phone, fax, and e-mail address.
Legal description of site, zone district, setback distances, list units and number of bedrooms per unit.
Calculated building
coverage ratio.
Professional Engineer's or Registered Land Surveyor's stamp,
/
Design speed included on cover sheet.
Plat Design
YES
NO
N/A
Engineering drawings are drawn at a scale of no less than 1" = 50'.
/
Right-of-way lines and dimensions noted. Street widths and building pad elevations noted.
/
V
Internal easement conflicts with the plat are eliminated.
/
V
Common areas do not exist within the right-of-way.
(
Markings placed indicating monuments at the external corners of the subdivision.
Tree preservation easements are not lying within other easements.
/
No overlapping of external/crossing easements.
Private streets are labeled.
North arrow, scale, topographic information, lot numbers, lot dimensions, and street and road names are all
included.
Location of existing utilities with top of curb and invert elevations, pipe sizes, and direction noted.
Subsurface drains shown on development plan.
/
Location of existing easements and proposed easements shown.
All sanitary and storm structures numbered,
/
City of Camiel Department of Engineering
Specifications and Guidelines for Plan Dcsign
Existing culvert pipes under the roadway are shown indicating size, type, and invert elevations.
✓
Adjacent Landowners and the location of any Section Corners are noted on the plan.
Plans are Stamped "Approval Pending- Not for Construction"
/
Development Plan
YES
NO
N/A
Platted lots do not have access to mainline roads.
There are no common areas within the right-of-way.
Exact location and principal dimensions for all buildings, set backs from all property lines, and internal
property lines are dimensioned.
The widths of all internal drives, drive aisles, alleys, and streets are labeled.
✓
The rights -of -way of all existing and proposed interior and exterior streets are labeled.
All turning radii are appropriate and adequate for fire trucks and moving vans.
/
v/
Proposed off -site easements have been labeled.
All unnecessary easements have been vacated.
/
The secondary plat entrance matches that from the primary plat.
There is street, asphalt path, and sidewalk continuity between sections.
/
Any new drives crossing existing sidewalks or asphalt paths have been made compliant with ADA
specifications.
Private streets have been designed to the City of Carmel standards.
Sidewalks are shown on both sides of all interior streets.
/
All interior streets intersect at 75-degree or greater angles. Entrances intersect perimeter roads at 90-
degree
angles.
There are commercial type drive entrances for amenity areas.
/
vN/A
Street Standards
YES
NO
Right-of-way width of each interior street is a minimum of 50 feet.
/
Pavement width of each interior street is 30 feet.
Complete horizontal curve data for all horizontal curves has been included.
The radius of each horizontal curve is a minimum of 150 feet,
The corner intersection sight distance is a minimum of 300 feet. (350 feet for collector streets and 400 feet
for
all other street classifications).
Curb return radius of each interior street is a minimum of 20 feet. (30 feet for collector streets and 40 feet for
all other street classifications).
City of Carmel Department of Engineering
Specifications and Guidelines for Plan Design
There is no cul-de-sac greater than 600 feet in length.
(
The diameter of the cul-de-sac terminal end pavement is a minimum of 76 feet. F
✓
The radius of each cul-de-sac terminal end right-of-way is a minimum of 50 feet.
-.
Intersections of interior streets are a minimum of 150 feet apart.
_._ .
Sanitary and storm sewer frames and castings are not present in the pavement, curbs, or sidewalks. This
does not pertain storm sewer curb inlets.
_
All sanitary and storm sewer runs cross streets perpendicularly,
Subsurface drains are included on both sides of all streets,
Streets are not too wide for subsurface drains to be effective.
v
Proposed curb cuts are at existing locations, or approval for new or modified curb has been requested of the
Board of Public Works and Safety.
Street cuts have been delineated on the plan for saw cut, removal, and replacement.
/
Curb is indicated for all interior parking areas.
/
All lots adjacent to side yard easements are wide enough to accommodate the anticipated house and any
planned driveways such that there is no encroachment into the easements.
Registered Land Surveyor's stamp is on secondary plat.
Legal description, north arrow, and scale are on secondary plat.
/
Y
Lot dimensions, easements, and the point of beginning are on secondary lat.
9 9 YP
Location of drainage detention / retention is shown.
✓
Size and location of all existing and proposed fire hydrants within the development or within 300 feet of the
proposed development are shown.
The locations of all electrical power vaults, transformers, power lines, gas lines, television cable, and
telephone lines are shown.
Construction limits are clearly marked on all plans.
Entrance Alignment YES
NO
N/A
There is a minimum separation of 500 feet between entrances and existing or proposed intersections.
Entrance is a maximum of 46 feet wide. Median, if applicable, in entrance is a maximum of 10 feet wide and
travel lane on each side of median is a maximum of 18 feet wide.
/
v
A separate Entrance Plan is included.
Mainline Right-of-way YES
N4
N/A
Any additional right-of-way required by the Department of Community Services has been provided.
The rights -of -way of all interior and exterior streets have been shown.
/
City of Carmel Department of Engineering
Specifications and Guidelines for Plan Design
Right-of-way width required by 20-Year Thoroughfare Plan has been provided.
If the development is at a perimeter road intersection, additional 120-foot radius right-of-way has been
for
provided roundabout.
Internal Street Profiles YES
NO
N/A
Street grades do not exceed maximums set forth in the City Subdivision Ordinance (6.03.17) Arterial streets
do not exceed 6%, feeder or residential streets do not exceed 8%, and cul-de-sacs do not exceed 3%.
/
v
Vertical curves and complete vertical curve data are provided.
/
Complete elevations are shown on Plan -Profile Sheets.
Subsurface drains at street crossings are shown on all profiles.
/
City of Carmel standard minimum cover requirements are on each Plan -Profile Sheet.
/
V
There are no general notes related to backfill on Internal Street Plan -Profile Sheets. This information is
included Details
j
on and Utility Profiles.
v
Water main, sanitary sewer, and storm sewer crossings are included on all profiles
/
Entrance Plan YES
NO
N/A
Auxiliary lanes (acceleration and deceleration) are provided.
✓
Dimensions of auxiliary lanes are correct based upon City standards and functional classification of road.
Passing blister provided in design.
Dimensions of passing blister are correct based upon City standards and functional classification of road.
Widening to the 15-foot travel lane policy has been provided.
Road cross-section shows the correct widening distance.
1 inch milling and 1.5 inch resurfacing of entire mainline across frontage or to limits of auxiliary lanes are
provided for in the plans.
10-foot asphalt path is provided and follows the guidelines of being one foot inside the right-of-way line and
parallel to the road.
✓
Saw cut existing pavement edge for auxiliary lanes and widening is noted.
Detention volume for the fully developed Thoroughfare Plan right-of-way for the perimeter road frontage is
provided. Adequately sized pipes to carry water from the road to the proposed ponds are provided.
All pavement markings (center lines, edge lines, and lane lines) are shown.
/
There is a separate pavement marking plan and there is a note on the plans stating that all pavement
markings are to be thermoplastic.
New pavement construction and widening are shown with hatching.
For any paving or widening on perimeter roads, the pavement section is the following; 1.5 inches HMA #11
surface on 2 inches HMA #8 binder on 3 inches HMA #51) base on 7 inches #53 stone on 4 inches #2 stone.
This cross-section is shown on the plans.
City standard curbs, sidewalks, and pavements are delineated on right-of-way installations.
City of Carmel Department of Engineering
Specifications and Guidelines for Plan Design
All existing main road improvements (curbs, sidewalks, pavements, etc.) are indicated on the plans.
/
Saw cut and removal of mainline pavement for new entrance are shown.
Depressed curb is shown for new proposed entrances with existing chair back curb.
/
Depressed curb for existing drives is shown where new curb is installed in right-of-way
/
v
In cases without curbs, a 3-foot #73 stone shoulder is provided along the auxiliary lanes and along any
pavement widening. The stone is a minimum depth of 6 inches.
Subsurface drains are shown under the 3-foot wide #73 stone shoulder.
Each curb return radius at each entrance is 40 feet.
Maintenance of Traffic Plan YES
NO
N/A
Maintenance of Traffic Plan is provided.
Traffic Control Plan YES
NO
N/A
The following note is on the traffic control plan: "ALL SIGNS ARE INSTALLED BY THE CITY AND
REQUIRE AN ORDINANCE."
Details YES
NO
N/A
The local street pavement section is the following: 1.5 inches HMA #11 surface on 2 inches HMA #8 binder
on 3 inches HMA #5D base on 7 inches #53 stone. This cross-section is shown on the plans.
The following note is on the plans in the vicinity of the local street pavement section: "ALL PAVING IS TO
BE COMPLETED IN ONE PAVING SEASON."
✓
The asphalt path section is the following: 1 inch HMA #11 surface on 2 inches #8 binder on 5 inches #53
stone. This cross-section is shown on the plans.
Typical Cross Section (including the subsurface drain, the asphalt path shown 1 foot inside the right-of-way
line, etc.) is included in the plans.
City of Carmel standard chair back curb detail is provided.
/
v
City of Carmel standard roll curb detail is provided.
City of Carmel standard sidewalk detail is provided.
City of Carmel standard subsurface drain detail is provided.
All subsurface drain is double wall Hancor Hi-Q or equivalent.
The following City of Carmel standard sidewalk notes are provided: The standard width of the sidewalk is 5
feet. The spacing of transverse control joints is to be no greater that 1.25 times the width (6.25 feet). The
minimum thickness of the sidewalk is 4 inches, Joints are tooled or sawed joints one-fourth the thickness of
the sidewalk. Sidewalk built with driveways shall have a minimum thickness
of 6 inches or thickness of
driveway, whichever is greater.
The standard City of Carmel backfill requirements are incorporated into the Sanitary Trench Detail.
The standard City of Carmel backfill requirements are incorporated into the Reinforced Concrete Pipe
Trench Detail,
✓
The standard City of Carmel backfill requirements are incorporated into the Water Main Trench Detail.
City of Cannel Department of Engineering
Specifications and Guidelines for Plan Design
City of Carmel standard Street Cut Patch Detail is included for street cuts.
Depressed Curb Detail is provided.
/
v
Maximum spacing of concrete curb control joints is 10 feet on tangents and 5 feet on radii. Maximum
spacing
of concrete curb expansion joints is 50 feet.
General YES
NO
N/A
Drainage report and calculations have been submitted.
Plan and profile drawings for the storm sewer system are included in the plans.
/
V
A grading and drainage plan are included in the plans.
Erosion control plan is included in the plans.
Plans are provided on 24" by 36" sheets.
Traffic study to be conducted if in congested area or if high traffic volume is expected from site.
Details Of Traffic Study
Projected number of motor vehicle trips to enter and leave the site estimated for daily peak hour traffic
levels.
✓
The projected traffic flow pattern including vehicular movements at all major intersections likely to be
affected by the proposed use of the site.
The impact of this traffic upon existing abutting public and private ways in relation to existing road capacities.
Existing and proposed daily and peak hour traffic levels, as well as road capacity levels also shall be given.
✓
Citv of Carmel Department of Engineering
Specifications and Guidelines for Plan Design
By affixing my seal below, I, the applicant and duly appointed representative of the owner, hereafter referred to as the
petitioner, indicate that all the above requirements listed on the preceding six pages have been met, or, in the case of
a non -applicable response or in the case of answering "no" to any of the above statements, have attached a letter and
proper documentation stating the reason for not complying with the above said requirements. Submitting plans along
with this stamped and signed document obligates me, the petitioner, to agree to the following requests by the
Department of Engineering hereafter referred to as the reviewer. The petitioner will notify the reviewer in the event of
any changes to the submitted plans and is required to submit revised drawings for approval that highlight those
changes from the petitioner's previously submitted plans. The reviewer reserves the right to request that changes be
made to the plans at any point in the petitioner's design process. In the event that any of the requirements are not
found fulfilled by the petitioner as guaranteed by this agreement, the reviewer reserves the right to return the plans
and delay reviewing and approval until all requirements are met, or are eliminated by the reviewer depending on their
applicability to the project. The reviewer also stipulates that the petitioner wait to submit revised drawings and
responses to the reviewer's comments until they have included revisions based on comments from Crossroad
Engineers' review of the drainage report and calculations. It is also understood with the submittal, that upon approval
by the reviewer, the Board of Public Works and Safety and the other approval entities that exist will not in turn
automatically approve the petitioner's plans.
12/18/2019
Date
Stamp
City of Carmel Department of Engineering
DEVELOPER'S QUESTIONNAIRE
SUBDIVISION NAME (Include PHASE/SECTION): Jackson's Grant on Williams Creek, Section 7
LOCATION OF SUBDIVISION (Property address, street name with directional and closest intersecting street, City,
County, State): West side of Spring Mill Road approximately 4,600' North of 116th Street.
® Single Residential Homes ❑ Condo or Town Homes
❑ Apartments
1. Drawings are: Preliminary ❑Final
2. Drawings Required:
a) (1) set of the overall development plan if first phase of subdivision.
b) Electronic copy (MicroStation or AutoCAD) of utility plat via CD or email. Email to:
c) Full .pdf set of APPROVED CONSTRUCTION PLANS (including plans for overall, secondary plat, entry
wall, lift station, road improvement, and landscaping, if applicable.) Email to:
d) (1) set of road improvement, landscape and entry monument plans.
3. Information Required:
Contact Name
.._.-
............
Douglas B. Wagner
Company Name
Jackson's Grant Real Estate Co., LLC
Mailing Address
_......._ ---- ------
13578 East 131 st Street, Suite 200, Fishers, Indiana 46037
Legal Name for Contracts (if
different from above)
Office Phone & Cell Phone
—
317-770-7011
Email Address
-- ------------- ----- --
dwagner@ repubiicdev.com
a) OH/KY ONLY: Gas requested (Check one): YES ® NO
a. Gas Heat Requested: YES ❑ NO
b) Electric service required (Check one): ❑ Overhead Underground
a. Electric Heat Requested: ❑ YES ` NO
c) Percentage of gas/electric heat when using both throughout development:
_ /'Electric Gas (EX: 80% Electric, 20% Gas)
d) Home Size: 3 �00 Sq. Ft. Basement &00 Sq. Ft.
e) Average AC Unit: -____._Tons. Largest AC Unit: _ Tons.
f) Lift Station Required for Project: ❑ YES NO
a. If YES, submit detailed plan and Panel Schedule
g) Electric requirements for lift stations, club houses, elevators, pumps, and trash compactors.
9 Single Phase (120/240) ❑ Three Phase - ❑(208/120), ❑ (480/277), ❑ (120/240)
a. Number of Motors:..- .................... . . Horsepower: _ _..........
.
b. Entry/Decorative walls:
❑ YES NO
o If YES, submit plan
o If YES, will it have an electric service? ❑ YES ❑ NO
1 Revised: 4/17/18
4. Additional Information:
a.) Endorsement Drawing (conduit crossings) Need Date: _LCIL
b) Estimated Paving Date: _Ak d40 1-4�
c) Estimated Site Ready Date:,.jV&V' 3xv, U' o
d) Number of lots/Bldgs. to be served in this section Example (37): / 7
e) Lots/Bldg Numbers to be served in this phase Example: (121 — 157): -.- 3 I'l -
ADDITIONAL INFORMATION FOR CONDOS, TOWN -HOMES, AND APARTMENT'S
Number and size of electric service laterals per building:
(Example: 14 Unit Bldgs — 6 sets of 4/0 Aluminum)
2. Desired meter locations gas and electric:
(Example: 14 Unit Bldgs — 7 electric and 7 gas meters on left side of building or 7 electric and 7 gas on
right side etc.,.)
- - -------------------
3. Apartment per unit details: kW heat if electric, A/C or H/P sizes per unit type and how are they distributed per
building
4. OH/KY ONLY: Fire Separation Locations: (Per Duke Energy Gas Installers Manual which can be found at
w ww. D uke-En ergy. c om )
a. Only one gas service will be installed into any individual dwelling, building or building unit, unless the units
are sectionalized by acceptable fire separation, regardless of customers to be served therein.
b. An acceptable fire separation is a wall that meets or exceeds the requirements for a fire separation as
established by local building codes. A signed Certification ofFire Separation letter is required.
2 Revised: 4117/18
Street Light Information:
Duke Energy Lights Requested: ❑
Payment/Billing information
Lump Sum Payment Info:
YES NO
:. UK
ENERGY,
Contact Name --
_ _....._._ _ _.. _- ----
Company Name
_
—
Mailing Address
- --
Acct #
May need to ettll l-866-898-
3019 to set Up ae o6.11it. 9
Office Phone & Cell Phone
—_
Email Address
-
Monthly Energy/Maintenance Billing Info:
Contact Name
Mumclpality or HOA Name
from Articles of Incorporation
�-
Mailing Address
May need to call 1-866-898-
3019, to Set up acc:o aft 1; _
-
Office Phone & Cell Phone
-
Email Address
Lighting Options:
Please visit Our Build a Light Website to choose your Lighting needs.
httl2s://www.duke-energ.y.com/busineSs/lDroducts/outd--r lightin /design-a-leglit
Pole Style:
Pole Height assumed at 12' unless specified here:
Fixture Style:_--„,.____.
Luminaire Type: HPS ❑ LED ❑
Wattage of Fixture--_
Revised: 4/17/18
Shestak, Joe
From:Conn, Angelina V
Sent:Tuesday, December 17, 2019 11:47 AM
To:Shestak, Joe
Subject:FW: Jackson's Grant on Williams Creek, Section 7
Attachments:SecondaryPlatApplication12-18-19.pdf
Follow Up Flag:Follow up
Flag Status:Flagged
Joe - FYI, new secondary plat filing for the Jan. 15 TAC meeting.
Angie Conn, AICP
Carmel Planning & Zoning Dept.
From: Betsy Bredlau \[mailto:mbredlau@Stoeppelwerth.com\]
Sent: Tuesday, December 17, 2019 11:07 AM
To: Lopez, Alexia K; Conn, Angelina V; Keesling, Rachel M
Cc: Brian Robinson
Subject: Jackson's Grant on Williams Creek, Section 7
**** This is an EXTERNAL email. Please exercise caution and Do Not open attachments
or click links from unknown senders or unexpected email. ****
Good morning all;
Attached please find the Secondary Plat Application for the above-referenced project. The
project manager for this project is Brian K. Robinson his e-mail is
brobinson@stoeppelwerth.com. If you have any questions, please feel free to give me a call.
Thank you,
Betsy Bredlau
Administrative Assistant
Stoeppelwerth & Associates, Inc.
th
7965 East 106 Street
Fishers, Indiana 46038
(317) 849-5935
1
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 10611 Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Hamilton County Surveyor's Office
One Hamilton County Square, Suite 188
Noblesville, Indiana 46060
ATTENTION: Samuel Clark
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver
COPIES
SHEET
NO.
DESCRIPTION
1
Set
Construction Plans
1
Drainage Report
1
Outlet Permit Request
1
Non -Enforcement Request
1
TTTT CT ♦ TT min
♦ rciw.rrr.-...,
Check No. for $250.00 (Outlet Permit Request $150.00 + Non -
Enforcement $100.00
��� ✓+� I -- i xv,X1I k71v111 1 JL L AJ l:llecKeu below:
[ ] For Approval
[ ] For Your Use
REMARKS:
[ ] As Requested [ X ] For Review and Comment
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doc
INSTRUCTION TO COMPLETE NON -ENFORCEMENT
REQUESTS FOR SUBDIVISIONS
The following are instructions for the completion of the Subdivision Non -enforcement form.
A. The Non -enforcement Request and Non -enforcement Information form shall be
submitted to the Hamilton County Surveyor's Office at the same time subdivision
Drain Petition is filed.
B. Request shall be on the standard form, as supplied by the Surveyors Office.
C. The form shall be completely filled out with the following information:
1. Name of individual, firm, partnership or corporation filing secondary plat.
2. Name of drain.
3. Name of subdivision including section if applicable.
4. Instrument Number and Plat cabinet/slide number of Plat Recording (if previously
recorded).
5. Signed by individual or officer of firm or corporation or general or managing
partner of partnership. Show printed name of signatory and his or title if done by
firm, corporation or partnership.
D. Surveyor shall fill out the blank labeled "Other Conditions".
E. The form must be signed by, and have printed name of owner of record as shown on
the records with the Hamilton County Auditor.
F. With this form, submit one check for one -hundred ($100.00) dollars, made
payable to the Hamilton County Treasurer.
G. Permit fee is a non-refundable review fee.
NON -ENFORCEMENT OF DRAINAGE
EASEMENT IN SUBDIVISIONS
9 2 ` 3�
STATE OF INDIANA )
COUNTY OF HAMILTON )
"FOR RECORDER'S OFFICE 1.17:SG OAL)'***
BEFORE THE HAMILTON
COUNTY DRAINAGE BOARD
Jackson's Grant Real Estate Co., LLC by JG
At the request of Development Company, LLC its manager The Hamilton County Drainage
Board considered the extent of the drainage easement on the Williams Creek _ Drain in the
Jackson's Grant on Williams Creek, Section 7Subdivision. Upon the agreement in writing by the recorded
owners) of land involved that such owner(s) agree and covenants that neither the Hamilton County
Drainage Board nor any Contractor nor Workman operating under the authority of said Board will be
held liable for any damages resulting from construction, reconstruction, or maintenance of the above
named drain at said location, whether to the real estate or improvements thereon the Board agreed:
1. That it will not enforce the easement beyond those shown on the Subdivision plat recorded as
Instrument No. and in Plat Cabinet Slide_ _ in the Hamilton County
Recorders Office.
2. It will not object to the improvement of said real estate beyond such distance, and
3. Other Conditions:
G `ED ao � • �` �1
APPL CANT
Douglas B. Wagner - Senior VP Jackson's
Grant Real Estate Co., LLC by JG
Development Co., LC its Manager
PRINTED NAME
11 * "FOR BOARD USE ONLY* * *
Jackson's Grant Real Estate Co., LLC
PRINTED NAME (Owner of Land)
AGREEMENT WILL BECOME EFFECTIVE UPON RECORDING. SIGNED THIS
DAY OF 20 BY THE HAMILTON
COUNTY DRAINAGE BOARD.
PRESIDENT OF DRAINAGE BOARD MEMBER OF DRAINAGE BOARD
MEMBER OF DRAINAGE BOARD
t atiuiu, under the penalties ror perjury, that 1 have taken reasonable care to redact each Social Security
Number in this document, unless required by law: Kenton C. Ward Surveyor 5�
Prepared by the Hamilton County Drainage Board:_ Michael A. Howard Attorney
Revised May 2016
NON -ENFORCEMENT INFORMATION
Hamilton County Surveyor's Office
One Hamilton County Square, Suite 188
Noblesville, IN 46060
317-776-8495 fax: 317-776-9628
Name of Drain: Williams Creek
Parcel Number: 17-09-34-00-00-008.101
Jackson's Grant Real Estate Co.,
Applicant's Name: LLC by JG Development its
Address: 13578 East 131 st Street, Suite 200
Fishers, Indiana 46037
Phone: 3( 17 ) 770-7011
E-mail: dwagner@republicdev.com
Project NameJackson's Grant on Williams Creek, Section 7
Township: Clay
Jackson's Grant Real Estate Co., LLC
Property Owner:_
Property Address: 0 Spring Mill Road
Carmel, Indiana 46032
Phone: ( 317 ) 770-7011
E-mail: dwagner@ repu blicdev.com
Contact Name: Douglas B. Wagner N/A
Contractor -Installer:
13578 E. 131st St., Ste. 200, Fishers IN 46037
Address: Address:
Phone: ( 317 ) 770-7011
E-mail: dwagner@republicdev.com
Purpose of Non -enforcement: Residential Subdivision
As seen on
Reduced to: Secondary Plat feet on Both
Phone:
E-mail:
side of Drain.
If Utility, how many feet is line paralelling drain:
Plan Project / Job Number: Jackson's Grant on Williams Creek, Section 7 / 60160REP-S7
Project Location: West side of Spring Mill Road approximately 4,600' North of 116th Street.
Engineering Firm:_Stoeppelwerth & Associates, Inc. - Brian K. Robinson
_
Address: 7965 East 106th Street, Fishers, Indiana 46038
Phone: 3( 17 )
849-5935
E-mail:
brobinson@stoeppelwerth.com
"For Office Use Only"
Permit # Project # Check #
INSTRUCTIONS FOR OUTLET PERMIT REQUESTS
HAMILTON COUNTY SURVEYOR'S OFFICE
KENTON C. WARD, SURVEYOR
1. Request shall be made to the Hamilton County Surveyor's Office.
2. Request shall be made on standard form only, completely filled out with:
a. Name of Drain.
b. Parcel number of property involved.
c. Project name (if none then put individual's name).
d. Name & address of owner/contractor.
e. Specifications of the outlet shall include calculations; if required, size of the
drain, length of the drain, and gradient of the drain. This office may require
more details depending on the characteristics of the outlet.
f. Plot plan showing regulated drain, private drain location, size and type of drain
material, point of connection, lot lines, buildings, physical features, platted
easements/rights-of-way, and any other information required by the Surveyor's
Office.
g. Copy of warranty deed (if property has transferred in last 60 days).
3. The form must be signed by the applicant or an agent of the applicant.
4. Checks or money orders are to be made payable to the Hamilton County
Treasurer. Fees are as follows:
a. Individuals $ 75.00/Outlet
b. Subdivisions, Commercial projects and Utilities $150.00/0utlet
c. Indirect (subdivision & commercial projects) $150.00/Outlet
5. Permit fee is a non-refundable review fee.
Adobe PDF Fillable Form
Nr
Name of Drain: Williams Creek
OUTLET REQUEST Revised May 2014
HAMILTON COUNTY SURVEYORS OFFICE
One Hamilton County Square, Suite 188
Noblesville, Indiana 46060
317-776-8495 fax: 317-776-9628
Parcel Number: 17-09-34-00-00-008.101
Jackson's Grant on
Project Name: Williams Creek, Section 7
Township: Clay
Jackson's Grant Real Estate Co., LLC by JG
Applicant's NameDevelopment Company LLC its manager Property OwnerJackson's Grant Real Estate Co.,
Address: 13578 East 131 st Street, Suite 200 Property Address:0 Spring Mill Road
Fishers, Indiana 46037
Carmel, Indiana 46032
Phone: 3{ 17) 770-7011 Phone: 3( 17) 770-7011
E-mail: dwagner@republicdev.com E-mail: dwagner@republicdev.com
Contractor- Installer: N/A
Address:
Phone:(_ E-mail:
Purpose of Private Tile: Residential Subdivision
Size of Tile: Type of Tile: Length of Tile:
Number of Outlets: 1
Location of Outlet:
Will private tile cross property not owned by the applicant? No
If yes, list parcel numbers, names and addresses of those that will be crossed:
I hereby request permission to outlet a private drain into the above mentioned regulated drain. The
construction shall conform to the standards of the County Surveyor at the point of connection with
the regulated drain. A location map of the drain is attached showing the location of the regulated
drain, private drain, point of connection, lot lines, buildings and other physical features, and platted
4Applica
ent {rnd right-of-ways. This reuest is made as�per I. C'36-9-27-17.
VP Jackson's rant Real
lopment Co., LC its Manager December 18, 2019
nt's Signature Date
Check Title: Owner: ✓ Contractor: Engineer: Tenant: Other:
***For Office Use Only***
Permit#: Plan Project Number: Check:
Engineering Firm: j
Adobe PDF FIIlable Form
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 1061h Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: TriCo
10701 North College Avenue, Suite A
Indianapolis, Indiana 46280
ATTENTION: Ryan Hartman
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] rPS [ ] Courier [ ] Other: Deliver
COPIES
SHEET
NO.
DESCRIPTION
1
Set
Construction Plans
1
Sanitary Sewer Project Application
1
Check No. for $4,570.00 (Plan Review & Inspection Fee)
THESE ARE TRANSMITTED as checked below:
[ ] For Approval [ ] As Requested [ X ] For Review and Comment
[ ] For Your Use [ ]
REMARKS:
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doc
TriCo Regional Sewer Utility
www.TriCo.eco Phone (317) 844-9200 Fax (317) 844-9203
Sanitary Sewer Project Application
Submit to:
TriCo, 10701 N College Ave., Suite A, Indianapolis, IN 46280-1098
One set of plans shall be submitted with this application.
1. Project Title: Jackson's Grant on Williams Creek, Section 7
Location:
West side of Spring Mill Road approximately 4 600' North of 116th Street
Please check county: Boone P]Hamilton Marion
2. Project Owner: Jackson's Grant Real Estate Co., LLC by JG Development Company, LLC its manager.
Address: 13578 East 131 st Street Suite 200 Fishers Indiana 46037
Phone: 317-770-7011 Fax Email dwagn r@repubicdevcom
3. Sewer Billing Address (if different from project owner address shown above):
Contact Name: Same
Address:
Phone:
Fax Email
4. Engineer: Stoeppelwerth & Associates Inc
Address: 7965 East 106th Street Fishers Indiana 46038
Phone: 317-849-5935 Fax 317-849-5942 Email brobinson@stoeppelwerth.com
5. A site map showing location, acreage and zoning is attached?
Yes No
S. Number of Acres? 19.89 Attach Legal Description
7. Design Flow: One Equivalent Dwelling Unit (EDU) = 310 gpd
For calculations where space occupancy is unknown please use the following equivalency:
(1 person/ 200 SQFT, 1 person = 20 gpd)
1 Bdrm. Apts.
2 Bdrm. Apts.
17 Single Family Home
Commercial Lots*
(other)
(other)
*list each building separately (other)
@ 200
gpd/unit =
_
@ 300 —
gpd /unit =
@ 310
gpd /unit =
COD
/unit =
@*
gpd /unit =
@*
gpd /unit =
@*
gpd /unit =
gpd
gpd
5,270 gpd
gpd
gpd
gpd
cmd
Total Average Flow: 5 270 GPD
If an IDEM Construction Permit will be required, attach a copy of the IDEM Sanitary Sewer
Design Summary.
7.(a) Is the property zoned for the intended use? �✓ Yes No
(b) If yes, what is the zoning class? PUD Z-553-11
8. Facility Description! Product: 17Single-Family Residential Lots
Pagel (Rev. 08-18)
9. Project Description: Section 7 of Jackson's Grant on Williams Creek subdivision.
10. Construction Schedule:
Start Construction:
Complete Construction:
March 2020
March 2025
11. The Plan Review and inspection Fee is due with this application.
914 Lineal Foot of sewer x $5.00 = _$4,570.00 Amount Due
The Interceptor fee of $4,076.00 per acre is due prior to the start of construction. The
EDU and Application Fees are due prior to the issuance of a Connection Permit. The
design and construction of this project shall comply with all applicable District
Ordinances and State Standards.
To the best of my knowledge and belief, the above project data is complete and accurate.
,Owner/Owner's ' gent
Doug Wagner - Senior VP Jackson's Grant
Real Estate Co., LLC by JG Development
Company, LLC its manager.
Page 2 (Rev.08-18)
December 18, 2019
Date
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 106t' Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Duke Energy
100 South Mill Creek Road
Noblesville, Indiana 46060
ATTENTION: Jessica Herrington
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver
COPIES
SHEET
NO.
DESCRIPTION
1
Set
Construction Plans
1
CD-ROM (Digital Files)
1
Developer's Questionnaire
THESE ARE TRANSMITTED as checked below:
[ ] For Approval
[ ] For Your Use
REMARKS:
[ ] As Requested X I For Review and Comment
l 1
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doc
,,,,& DUKE
je le ENERGY,
DEVELOPER'S QUESTIONNAIRE
SUBDIVISION NAME (Include PHASE/SECTION): Jackson's Grant on Williams Creek, Section 7
LOCATION OF SUBDIVISION (Property address, street name with directional and closest intersecting street, City,
County, State): West side of Spring Mill Road approximately 4,600' North of 116th Street.
10 Single Residential Homes El Condo or Town Homes El Apartments
1. Drawings are: El Final
101"Preliminary
2. Drawings Required:
a) (1) set of the overall development plan if first phase of subdivision.
b) Electronic copy (MicroStation or AutoCAD) of utility plat via CD or email. Email to:
c) Full .pdf set of APPROVED CONSTRUCTION PLANS (including plans for overall, secondary plat, entry
wall, lift station, road improvement, and landscaping, if applicable.) Email to:
d) (1) set of road improvement, landscape and entry monument plans.
3. Information Required:
Contact -Name
Company Name
Mailing Address
Legal Name for Contracts (if
different from above)
_Office Ph -one & Cell Phone
Email Address
Douglas B. Wagner
Jackson's Grant Real Estate Co., LLC
13578 East 131st Street, Suite 200, Fishers, Indiana 46037
317-770-7011
I dwagnerCoPrepublicclev.com
L------------- . ... . .. ......
a) 01-1/KY ONLY: Gas requested (Check one): � YES ❑ NO
a. Gas Heat Requested: bg YES El NO
b) Electric service required (Check one): El Overhead Underground
a. Electric Heat Requested: M YES NO
c) Percentage of gas/electric heat when using both throughout development:
_YV 0-Electric Gas (EX: 80% Electric, 20% Gas)
d) Home Size: 3�00 Sq. Ft. Basement J4,00 Sq. Ft.
e) Average AC Unit: -Tons. Largest AC Unit: _____ Tons,
Lift Station Required for Project: El YES NO
a. If YES, submit detailed plan and Panel Schedule
9) Electric requirements for lift stations, club houses, elevators, pumps, and trash compactors.
4 Single Phase (120/240) El Three Phase - [](208/120),E] (480/277), EI(120/240)
a. Number of Motors:
Horsepower: . . . . ................
b. Entry/Decorative walls: El YES 25 NO
o If YES, submit plan
0 If YES, will it have an electric service? El YES
I
Revised: 4/17/18
4. Additional Information:
a) Endorsement Drawing (conduit crossings) Need Date; Oc'r /I zazo
b) Estimated Paving Date: _do t' i 5; lo 1-o
c) Estimated Site Ready Date:. A"(, --', v
d) Number of lots/Bldgs. to be served in this section Example (37): / '7
e) Lots/Bldg Numbers to be served hi this phase Example: (121 — 157): _ '33
ADDITIONAL INFORMATION FOR CONDOS, TOWNHOMES, AND APARTMENT'S
1. Number and size of electric service laterals per building:
(Example: 14 Unit Bldgs — 6 sets of 4/0 Aluminum)
2. Desired meter locations gas and electric:
(Example: 14 Unit Bldgs — 7 electric and 7 gas meters on left side of building or 7 electric and 7 gas on
right side etc...)
---------------------- P
-----------
3. Apartment per unit details: kW heat if electric, A/C or H/P sizes per unit type and how are they distributed per
building
-41 . .........
4. OH/KY ONLY: Fire Separation Locations: (Per Duke Energy Gas installers Manual which can be found at
www.Duke-Energy.coin)
a. Only one gas service will be installed into any individual dwelling, building or building unit, unless the units
are sectionalized by acceptable fire separation, regardless of customers to be served therein.
b. An acceptable fire separation is a wall that meets or exceeds the requirements for a fire separation as
established by local building codes. A signed Certification ofFire Sej)arafion letter is required.
2 Revised: 4/17/18
am
Street Light Information:
Duke Energy Lights Requested: ❑ Y I", S NO
Payment/Billing information
Lump Sum Payment info:
[ -Contact
Company Name
Mailing Address
Acet #
May need to call 1-866-898-
3019, to set up account #
Office Phone & Cell Phone
Email Address
Monthly Energy/Maintenance Billing Info:
ContactName
Municipality or HOA Name
fromArticles of Incorporation
Mailing Address
Acct #
May need to call I -S66-898-
3019, to set tip account #
Office Phone & Cell Phone
Email Address
Lighting Options:
Please visit Our Build a Light Website to choose your Lighting needs.
https://www.duke-enerv-v.com/bu,zineqq/prnriiigts/outdoor-lighggg*AganL-lt
Pole Style:
Pole Height assumed at 12' unless specified here:
Fixture Style:_.____
Luminaire Type: HPS El LED
Wattage of Fixture:--_
3 Revised: 4/17/18
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 106th Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: CrossRoad Engineers
3417 South Sherman Drive
Beech Grove, Indiana 46107
ATTENTION: Willie Hall
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: UPS
COPIES
SHEET
NO.
DESCRIPTION
1
Set
Construction Plans
1
Drainage Report
1
O&M Manual
THESE ARE TRANSMITTED as checked below:
[ ] For Approval [ ] As Requested [ X ] For Review and Comment
[ ] For Your Use ]
REMARKS:
If you have any questions, please feel free to give me a call at (317) 570-4763.
_ Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Membersl2-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 10611 Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
JOB NUMBER: 60160REP-S7
TO: Carmel Clay Utilities
30 West Main Street (Entrance off East Side)
2nd Floor, Suite 220
Carmel, Indiana 46032
ATTENTION: John Duffy / Joe Faucett / Jason Stewart
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] ui s [ ] Courier [ ] Other: Deliver
COPIES
SHEET
NO.
DESCRIPTION
3
Sets
Water Plans
3
Sets
Sewer Plans
111L` or, ARE 1 ruAn Sivll i i r v as CnecKeu below:
[ ] For Approval [
[ ] For Your Use [
REMARKS:
Cc: Angie Conn
Doug Wagner
] As Requested
[ X ] For Review and Comment
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
BKR/meb
S:\60160REP-S7\13lue_Book\Agency_Correspondence\TRANS-DOCS & TAC Membersl2-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 1061h Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Spectrum
3030 Roosevelt Avenue
Indianapolis, Indiana 46218
ATTENTION: Meri Seedorf / Quentin Walker
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail
COPIES
SHEET
NO.
DESCRIPTION
1
CD-ROM (Digital Files)
LL=
THESE ARE TRANSMITTED as checked below:
[ ] For Approval [
[ ] For Your Use [
REMARKS:
Cc: Angie Conn
Doug Wagner
As Requested
[ X ] For Review and Comment
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
BKR/meb
S:\60160REP-S7\Blue_Book�Agene.) Correspondenee\TRANS-DOCS & TAC Members12-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East106" Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: AT & T — Engineering
240 North Meridian Street
2ud Floor, Room 280
Indianapolis, Indiana 46204
ATTENTION: Brian Wente
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail
COPIES SHEET DESCRIPTION
NO.
1 CD-ROM (Digital Files)
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[ ] For Approval [ ] As Requested [ X ] For Review and Comment
[ ] For Your Use [ ]
REMARKS:
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 106" Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Indianapolis, Power & Light
1230 West Morris Street
Indianapolis, Indiana 46221
ATTENTION: Dan Davenport / Rodney Johnson
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail
COPIES SHEET DESCRIPTION
NO.
1 CD-ROM (Digital Files) 771
THESE ARE TRANSMITTED as checked below:
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[ ] For Your Use [ ]
REMARKS:
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOGS & TAC Members12-18-19.doe
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 10611 Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Vectren Energy
16000 Allisonville Road
Noblesville, Indiana 46060
ATTENTION: Chad R. Miller
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver
COPIES SHEET DESCRIPTION
NO.
1 CD-ROM (Digital Files)
THESE ARE TRANSMITTED as checked below:
] For Approval [ I As Requested [ X ] For Review and Comment
[ ] For Your Use )
REMARKS:
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 10611 Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Panhandle Eastern
9371 Zionsville Road
Indianapolis, Indiana 46268
ATTENTION: Troy Yackle
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier ] Other: US Mail
COPIES SHEET DESCRIPTION
NO.
I CD-ROM (Digital Files)
THESE ARE TRANSMITTED as checked below:
[ ] For Approval
] For Your Use
REMARKS:
[ ] As Requested [ X ] For Review and Comment
f ]
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doe
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 1061h Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Carmel Post Office
United States Postal Service
275 Medical Drive
Carmel, Indiana 46032
ATTENTION: Post Master
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail
COPIES SHEET DESCRIPTION
NO.
1 CD-ROM (Digital Files)
THESE ARE TRANSMITTED as checked below:
[ ] For Approval ] As Requested [ X I For Review and Comment
[ ] For Your Use [
If you have any questions, please feel free to give me a call at (317) 570-4763.
.{ Thank you,
V.� ZA
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 1061h Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Carmel Clay Parks Department
1411 East 1161h Street
Carmel, Indiana 46032
ATTENTION: Michael Klitzing
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver
COPIES SHEET DESCRIPTION
NO.
1 CD-ROM (Digital Files) 711
THESE ARE TRANSMITTED as checked below:
[ 1 For Approval [ I As Requested [ X ] For Review and Comment
[ ] For Your Use ]
REMARKS:
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson -
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 1061h Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Office of Fire Chief
Two Civic Square
Carmel, Indiana 46032
ATTENTION: Chris Ellison
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] LIPS [ ] Courier [ ] Other: Deliver
COPIES SHEET DESCRIPTION
NO.
1 Set Construction Plans
THESE ARE TRANSMITTED as checked below:
[ ] For Approval [ ] As Requested [ X ] For Review and Comment
[ ] For Your Use [ ]
REMARKS:
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doe
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 10611 Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Hamilton County Highway Department
1700 South loth Street
Noblesville, Indiana 46060
ATTENTION: David Lucas
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] other: Deliver
COPIES SHEET DESCRIPTION
NO.
1 CD-ROM (Digital Files)
THESE ARE TRANSMITTED as checked below:
[ ] For Approval
[ ] For Your Use
REMARKS:
[ J As Requested
[ X ] For Review and Comment
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 106"' Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Hamilton County Health Department
18030 Foundation Drive, Suite A
Noblesville, Indiana 46060
ATTENTION: Jason Lemaster
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver
COPIES SHEET DESCRIPTION
NO.
1 CD-ROM (Digital Files)
THESE ARE TRANSMITTED as checked below:
[ ] For Approval [ ] As Requested X ] For Review and Comment
[ ] For Your Use [ ]
REMARKS:
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 106" Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Carmel GIS Technician
Three Civic Square, 3rd Floor
Carmel, Indiana 46032
ATTENTION: Dave McCoy
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver
COPIES SHEET DESCRIPTION
NO.
1 Site Plan
THESE ARE TRANSMITTED as checked below:
[ ] For Approval
[ ] For Your Use
REMARKS:
[ ] As Requested
[ ]
[ X ] For Review and Comment
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you_,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Membersl2-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 1061h Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Duke Energy of Indiana
WF500 / 2727 Central Avenue
Columbus, Indiana 47201
ATTENTION: Ryan Daugherty
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: UPS
THESE ARE TRANSMITTED as checked below:
[ ] For Approval [
[ ] For Your Use [
REMARKS:
] As Requested
[ X ] For Review and Comment
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 1061h Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Carmel Street Department
3400 West 131st Street
Westfield, Indiana 46074
ATTENTION: Dave Huffman
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver
COPIES SHEET DESCRIPTION
NO.
1 CD-ROM (Digital Files)
THESE ARE TRANSMITTED as checked below:
[ 1 For Approval
[ ] For Your Use
REMARKS:
[ ] As Requested X J For Review and Comment
[ l
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 10611 Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Carmel Clay Schools
5185 East Main Street
Carmel, Indiana 46032
ATTENTION: Ron Farrand
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail
COPIES SHEET DESCRIPTION
NO.
1 CD-ROM (Digital Files)
THESE ARE TRANSMITTED as checked below:
[ ] For Approval [ ] As Requested [ X I For Review and Comment
[ ] For Your Use ( ]
REMARKS:
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 10611 Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Comeast Cable
5330 East 65th Street
Indianapolis, Indiana 46220
ATTENTION: Matt Stringer
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail
COPIES SHEET DESCRIPTION
NO.
1 CD-ROM (Digital Files)
THESE ARE TRANSMITTED as checked below:
[ ] For Approval [ I As Requested [ X I For Review and Comment
] For Your Use [
REMARKS:
If you have any questions, please feel free to give me a call at (317) 570-4763..
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TR�kNS-ROCS & TAC Members12-18-19.doe
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 1061h Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: MetroNet
12415 Old Meridian Street
Carmel, Indiana 46032
ATTENTION: Chris Bluto
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail
THESE ARE TRANSMITTED as checked below:
[ ] For Approval [ ] As Requested [ X ] For Review and Comment
[ ] For Your Use [ J
REMARKS:
If you have any questions, please feel free to give me a call at (317) 570-4763..
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 10611 Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Comcast Cable
5330 East 65'h Street
Indianapolis, Indiana 46220
ATTENTION: Earl Small Jr.
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: UPS
THESE ARE TRANSMITTED as checked below:
[ ] For Approval [
[ ] For Your Use [
REMARKS:
] As Requested
]
[ X I For Review and Comment
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\Blue_Book\Agency_Correspondence\TRANS-DOCS & TAC Members12-18-19.doc
DATE:
LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
7965 East 1061h Street
Fishers, Indiana 46038
Phone (317) 849-5935
FAX (317) 849-5942
December 18, 2019
TO: Citizens Energy Group
2150 Dr. Martin Luther King Jr. Street
Indianapolis, Indiana 46202
ATTENTION: Chris Kehl
JOB NUMBER: 60160REP-S7
RE: Jackson's Grant on William's Creek, Section 7
WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail
COPIES SHEET DESCRIPTION
NO.
I CD-ROM (Digital Files)
THESE ARE TRANSMITTED as checked below:
[ ] For Approval
[ ] For Your Use
REMARKS:
[ ] As Requested
[ ]
[ X ] For Review and Comment
If you have any questions, please feel free to give me a call at (317) 570-4763.
Thank you,
Brian K. Robinson
Cc: Angie Conn
Doug Wagner
BKR/meb
S:\60160REP-S7\B1ue Book\Agency_Correspondence\TRAINS-DOCS & TAC Members12-18-19.doc
APPLICATION for SECONDARY PLAT or (REPLAT)
FEE: Due after docket no. is assigned. $1,099 plus $144 per lot or ($361 plus $144 per lot)
Docket No: Date Received:
(Office Use Only)
The undersigned agrees that any construction, reconstruction, enlargement, relocation or alteration of structure, or any change in
the use of land or structures requested by this application will comply with, and conform to, all applicable laws of the State of
Indiana, and the Zoning Ordinance of Carmel, Indiana - 1980, adopted under the authority of Acts of 1979, Public Law 178, Sec.
1, et. seq. General Assembly of the State of Indiana, and all Acts amendatory thereto.
Applicant: Jackson's Grant Real Estate Co., LLC by JG Development, Company, LLC its manager
Email: dwagner@republicdev.com Phone:317-770-7011
Address: 13578 East 131 st Street, Suite 200, Fishers, Indiana 46038
Owner: Jackson's Grant Real Estate Co., LLG Phone: 317-770-7011
Contact Person: Douglas B. Wagner
Email: dwagner@republicdev.com Phone: 317-770-7011
Eplan Review Contact Person: Brian K. Robinson - Stoeppelwerth & Associates, Inc. phone: 317-570-4763
Email: brobinson@stoeppelwerth.com
Name of subdivision: Jackson's Grant on Williams Creek, Section 7
Approximate Address/Location of Subdivision: West side of Spring Mill Road approximately 6,400' North of 116th Street.
Tax Parcel IDNo(s): 17-09-34-00-00-008.101
Legal Description: (To be typed on separate sheet and attached).
Area (in acres):19•89 Number of Lots:17 Zoning:
Len th in mile f b Private Street
PUD Z-553-11
g s o new streets to a dedicated to public use:-- S Zoning Overlay:
Surveyor certifying plat: Dennis D. Olmstead - Stoeppelwerth & Associates, Inc.
Surveyor's address and pl(c
Signature of Applicant._
TITLE: Douglas B. Wagner,
7965 East 106th Street, Fishers, Indiana 46038 - 317-570-4700
Name) Douglas B. Wagner
Vice President, Jkkson's Grant Real Estate Company, LLC by JG Development Company, LLC its manager
+**sit*sa*i**�:tsrs«t»rrt*t.trse***rtttt*rt*�+*�*•*.sx.�x.x..s++##y**a�rs�**sv.«*�t«as
State of Indiana, County of Hamilton SS:
(County in which notarization takes place)
Before me the undersigned, a Notary Public for Hamilton County, State of Indiana,
(officer's county of residence)
personally appeared Douglas B. Wagner and acknowledged the execution
(name of person(s))
`,R61AU I" instrument this 18th day
y �gFi' `�j V, (date)
S o�'�►Ry
i SEAL
00
OF
r� $IIIIdI '�of 4
December
(month)
My commission expires: 08/22/2022
2020
(year)
(No ary Public - Signature)
Printed: M E. Bredlau
File: Secondary Plat-Replat Application 2019
Revised 02/04/19
UDO Section 9.12. Application for Final Plat. NEW: As of January 1, 2019, electronic -only submittals are
accepted. Initially, only this filled out application needs to be emailed to DOCS. Plans are to be submitted
electronically through ProjectDox, Carmel's ePlan review software. Please see the Electronic Plan Review
handout for more information on the process and what needs to be submitted. Plans are to be distributed
to all Technical Advisory Committee (TAQ authorities by the applicant by the filing deadline as well
A. ELECTRONIC COPY OF PLAT* TO ILLUSTRATE:
1. Name of subdivision
2. Words "Secondary Plat"
3. Date of submission or latest revision
4. Plat drawn 50' = 1 " scale with north arrow
5. Names, addresses, phone numbers: Owner, subdivider, surveyor
6. Registered surveyor's signature, seal and date
7. Accurate tract boundary lines: Show dimensions, angles, bearings
8. Source of title of ownership and legal description
9. Streets and rights -of -way (existing and proposed)
a. Locations
b. Names
c. Widths
10. Complete curve notes
11. Dimensions of land to be dedicated or reserved
12. Monuments and markers (location, type, material, size)
13. Easements (location, widths, use)
14. Building setback lines
15. Legends and notes
16. Registered land surveyor's certificate
17. Certification of dedication of streets and public property
18. Certificate of approval by Commission (opening page)
19. Certificate of acceptance by Board of Works or County Commissioners
20. Restrictions or covenants
a. Fences in detention/retention areas
b. Lighting -dusk to dawn Iights
c. Maintenance of common areas
21. Subdivider Agreement Form
22. Location Map
23. Space for the Docket Number(s)
24. Present zoning classification
25. (On a Replat: affected lot numbers will have the letter A after them, such as Lot 4A.)
B. ELECTRONIC COPIES OF SECONDARY SUPPORTING DATA TO BE PROVIDED.
Letters of approval submitted by the following:
a. Hamilton County Surveyor
b. Hamilton County Highway Department
c. Hamilton County Soil & Water Conservation District
d. Carmel City Engineer
e. Fire Chief - Carmel Fire Department
f. Carmel City Utilities Department
Page 2 of 4 File: Secondary Plat-Replat Application 2019 Revised 02/04/19
2. Certification of Notification
a. Police and Sheriff
b. Water and sanitary sewer utilities
c. Electric, gas, phone utilities
d. Carmel/Clay Schools
e. Hamilton Health Department (if septic)
f. Carmel Board of Public Works
3. Report describing water system, sanitary sewer system and storm drainage system
4. Statement from State Highway Department, County Highway Department or City Street
Department (rights -of -way, road improvements, roadside drainage, entrances, culvert pipes,
condition of existing roadway and its suitability to handle proposed traffic must be specified).
5. Soils map and report from Hamilton County Soil & Water Conservation District showing soil
limitations based upon intended usage.
6. Letter from the Carmel Board of Public Works or other appropriate authorities stating that said authority has
capacity for sewer/water hookups.
C. ELECTRONIC COPY OF CONSTRUCTION PLANS TO INCLUDE:
1. Professional engineer's or registered land surveyor's signature, seal and date
2. Proposed method of sewage disposal
3. Proposed water supply method
4. Proposed fire hydrant system
5. Proposed method of drainage including detention/retention both onsite and offsite. (The Hamilton County
Curveyor's Office requires all Erosion Control Plans be labeled as "Stormwater Pollution Prevention Plans",
aka SWPPP Plans.)
6. Proposed street lighting and signage plan
7. Proposed (engineered) landscaping and screening plan, if required
8. Proposed parking plan (cluster)
9. Plans, profiles, cross -sections and specifications
10. Proposed cut and fill map
D. ELECTRONIC COPY OF FINANCIAL PERFORMANCE AND MAINTENANCE GUARANTEES
1. Written statement of commitment
Secondary Plat Review/Approval Process•
The first step is to email the filled out and completed Secondary Plat/Replat application to DOCS
Staff. NEW: As of January 1, 2019, electronic -only submittals are accepted. Initially, only this
filled out application needs to be emailed to DOCS. The Plat and Construction Plans are to be
submitted electronically through ProjectDox, Carmel's ePlan review software. Please see the
Electronic Plan Review handout for more information on the process and what needs to be
submitted. Plans are to be distributed to all Technical Advisory Committee (TAC) authorities by
the applicant, by the filing deadline as well Please see the Plan Commission calendar for the TAC
filing and distribution dates/deadlines.
2. TAC members will review the petitions and send the petitioner review comments. These
comments may be discussed in further detail at the TAC meeting.
3. After the TAC meeting, the petitioner will work further with each TAC member, individually, to
resolve any outstanding issues.
4. Secondary Plat and Replat items do not appear before the Plan Commission for review. The
secondary plat process is all internal, with administrative review and approval.
5. Once all outstanding issues are resolved, one Mylar copy and one electronic copy of the plat are
submitted to the Planning/Zoning Dept. for the final review, where the Planning Director signs the
plat. The land surveyor and property owners must sign the plat before the Director. Also, the filing fee
must be paid prior to submitting a Mylar for signature.
6. Also, the staff cannot present a Secondary Plat to the Director for signature until Ms. Terry
Krueskamp (trueskamp@carmel.in.gov) in the Information Systems Dept. has received an
electronic file of the subdivision plat (MicroStation Agn is preferred, or AutoCad .dwg) through
Proj ectDox.
7. If the subdivision is located within Carmel's Corporate City Limits, the Planning/Zoning Dept. will
forward the signed plat to the Carmel Engineering Dept. for the plat to be placed on an agenda of the
Carmel Board of Public Works & Safety. (It is the Petitioner's responsibility to contact that
department to get on a BPW meeting agenda which has a filing deadline. The Engineering Dept's
number is 317-571-2441.)
8. After the BPW approved/signs the mylar copy of the plat (which might take a few days after that
meeting to get all the signatures), then the Carmel Clerk -Treasurer's Office holds the signed plat. The
petitioner should then pick up the signed mylar from that office and take it to the Hamilton County
Recorder's Office in downtown Noblesville to get it recorded and get copies of that recorded
document.
9. Last but not least, the Planning/Zoning Dept. needs an electronic copy of the scanned,
Recorded plat, in addition to one paper copy of the Recorded plat.
If you have any questions, or if we may be of assistance, please contact the Planning/Zoning Department
at (317) 571-2417 or www.carmeldocs.com.
Specifications and Guidelines for Plan Design
PLAN CERTIFICATION
Department of Engineering
City of Carmel
Mike McBride, City Engineer
Project Name: Jackson's Grant on Williams Creek, Section 7
Site Address: West side of Spring Mill Road approximately 4 600' North of 116th Street
Applicant: Douglas B. Wagner - Jackson's Grant Real Estate Co. LLC by JG Development Company LLC its manager
Telephone: 317-770-7011
Cover Sheet
YES
NO
N/A
Project name or title, site location map, soils map, and index.
/
V
Engineering firm's name, address, phone, fax, and e-mail address. Project Manager, Architect, and
Surveyor. Developer's
name, address, phone, fax, and e-mail address.
Legal description of site, zone district, setback distances, list units and number of bedrooms per unit.
Calculated
building coverage ratio.
Professional Engineer's or Registered Land Surveyor's stamp.
Design speed included on cover sheet.
Plat Design
YES
NO
N/A
Engineering drawings are drawn at a scale of no less than 1" = 50'.
/
Right-of-way lines and dimensions noted. Street widths and building pad elevations noted.
Internal easement conflicts with the plat are eliminated.
/
v
Common areas do not exist within the right-of-way.
✓
Markings placed indicating monuments at the external corners of the subdivision.
/
Tree preservation easements are not lying within other easements.
No overlapping of external/crossing easements.
Private streets are labeled.
North arrow, scale, topographic information, lot numbers, lot dimensions, and street and road names are all
included.
✓
Location of existing utilities with top of curb and invert elevations, pipe sizes, and direction noted.
Subsurface drains shown on development plan.
/
v/
Location of existing easements and proposed easements shown.
All sanitary and storm structures numbered.
City of Carmel Department of Engineering
Specifications and Guidelines for Plan Design
Existing culvert pipes under the roadway are shown indicating size, type, and invert elevations.
Adjacent Landowners and the location of any Section Corners are noted on the plan.
/
V
Plans are Stamped "Approval Pending- Not for Construction"
Development Plan
YES
NO
N/A
Platted lots do not have access to mainline roads.
There are no common areas within the right-of-way.
Exact location and principal dimensions for all buildings, set backs from all property lines, and internal
property lines are dimensioned.
The widths of all internal drives, drive aisles, alleys, and streets are labeled.
✓
The rights -of -way of all existing and Proposed interior and exterior streets are labeled.
All turning radii are appropriate and adequate for fire trucks and moving vans.
✓
Proposed off -site easements have been labeled.
/
V
All unnecessary easements have been vacated.
The secondary plat entrance matches that from the primary plat.
There is street, asphalt path, and sidewalk continuity between sections.
/
Any new drives crossing existing sidewalks or asphalt paths have been made compliant with ADA
specifications.
Private streets have been designed to the City of Carmel standards.
Sidewalks are shown on both sides of all interior streets.
(
,/�
All interior streets intersect at 75-degree or greater angles. Entrances intersect perimeter roads at 90-
degree angles.
There are commercial type drive entrances for amenity areas.
v(
Street Standards
YES
NO
N/A
Right-of-way width of each interior street is a minimum of 50 feet.
Pavement width of each interior street is 30 feet.
Complete horizontal curve data for all horizontal curves has been included.
/
Vi
The radius of each horizontal curve is a minimum of 150 feet.
The corner intersection sight distance is a minimum of 300 feet. (350 feet for collector streets and 400 feet
for all other street classifications).
/
v
Curb return radius of each interior street is a minimum of 20 feet. (30 feet for collector streets and 40 feet for
all other street classifications).
City of Carnal Department of Engineering
Specifications and Guidelines for Plan Design 3
There is no cul-de-sac greater than 000 feet in length,
✓
The diameter of the cul-de-sac terminal end pavement is a minimum of 76 feet.
The radius of each cul-de-sac terminal end right-of-way is a minimum of 50 feet.
Intersections of interior streets area minimum of 150 feet apart.
Sanitary and storm sewer frames and castings are not present in the pavement, curbs, or sidewalks. This
does not pertain storm sewer curb inlets.
All sanitary and storm sewer runs cross streets perpendicularly.
Subsurface drains are included on both sides of all streets.
Streets are not too wide for subsurface drains to be effective.
Proposed curb cuts are at existing locations, or approval for new or modified curb has been requested of the
Board of Public Works and Safety.
Street cuts have been delineated on the plan for saw cut, removal, and replacement.
Curb is indicated for all interior parking areas.
All lots adjacent to side yard easements are wide enough to accommodate the anticipated house and any
planned driveways such that there is no encroachment into the easements.
✓
Registered Land Surveyor's stamp is on secondary plat.
Legal description, north arrow, and scale are on secondary plat.
Lot dimensions, easements, and the point of beginning are on secondary plat.
Location of drainage detention / retention is shown.
Size and location of all existing and proposed fire hydrants within the development or within 300 feet of the
proposed development are shown.
The locations of all electrical power vaults, transformers, power lines, gas lines, television cable, and
telephone lines are shown.
/
v
Construction limits are clearly marked on all plans.
Entrance Alignment w YES
NO
N/A
There is a minimum separation of 500 feet between entrances and existing or proposed intersections.
Entrance is a maximum of 46 feet wide. Median, if applicable, in entrance is a maximum of 10 feet wide and
travel lane on each side of median is a maximum of 18 feet wide.
A separate Entrance Plan is included.
Mainline Right-of-way YES
NO
N/A
Any additional right-of-way required by the Department of Community Services has been provided.
/
v
The rights -of -way of all interior and exterior streets have been shown.
City of Cannel Department of Engineering
Specifications and Guidelines for Plan Design
Right-of-way width required by 20-Year Thoroughfare Plan has been provided.
/
v
If the development is at a perimeter road intersection, additional 120-foot radius right-of-way has been
provided for roundabout.
Internal Street Profiles YES
NO
N/A
Street grades do not exceed maximums set forth in the City Subdivision Ordinance (6.03.17) Arterial streets
✓
do not exceed 6%, feeder or residential streets do not exceed 8%, and cul-de-sacs do not exceed 3%.
Vertical curves and complete vertical curve data are provided.
Complete elevations are shown on Plan -Profile Sheets.
Subsurface drains at street crossings are shown on all profiles.
/
City of Carmel standard minimum cover requirements are on each Plan -Profile Sheet.
✓
There are no general notes related to backfill on Internal Street Plan -Profile Sheets. This information is
included on Details and Utility Profiles.
Water main, sanitary sewer, and storm sewer crossings are included on all profiles
/
Entrance Plan YES
NO
N/A
Auxiliary lanes (acceleration and deceleration) are provided.
Dimensions of auxiliary lanes are correct based upon City standards and functional classification of road.
Passing blister provided in design.
Dimensions of passing blister are correct based upon City standards and functional classification of road.
Widening to the 15-foot travel lane policy has been provided,
Road cross-section shows the correct widening distance.
1 inch milling and 1.5 inch resurfacing of entire mainline across frontage or to limits of auxiliary lanes are
provided for in the plans.
10-foot asphalt path is provided and follows the guidelines of being one foot inside the right-of-way line and
parallel to the road.
Saw cut existing pavement edge for auxiliary lanes and widening is noted.
/
v
Detention volume for the fully developed Thoroughfare Plan right-of-way for the perimeter road frontage is
provided, Adequately sized pipes to carry water from the road to the proposed ponds are provided.
All pavement markings (center lines, edge lines, and lane lines) are shown.
There is a separate pavement marking plan and there is a note on the plans stating that all pavement
markings are to be thermoplastic.
New pavement construction and widening are shown with hatching.
✓
For any paving or widening on perimeter roads, the pavement section is the following: 1.5 inches HMA #11
surface on 2 inches HMA #8 binder on 3 inches HMA #51D base on 7 inches #53 stone on 4 inches #2 stone.
This cross-section is shown on the plans.
City standard curbs, sidewalks, and pavements are delineated on right-of-way installations.
City of Carmel Department of Engineering
Specifications and Guidelines for Plan Design
All existing main road improvements (curbs, sidewalks, pavements, etc.) are indicated on the plans.
Saw cut and removal of mainline pavement for new entrance are shown.
Depressed curb is shown for new proposed entrances with existing chair back curb.
Depressed curb for existing drives is shown where new curb is installed in right-of-way
In cases without curbs, a 3-foot #73 stone shoulder is provided along the auxiliary lanes and along any
pavement widening. The stone is a minimum depth of 6 inches.
Subsurface drains are shown under the 3-foot wide #73 stone shoulder.
Each curb return radius at each entrance is 40 feet.
/
Maintenance of Traffic Plan YES
NO
N/A
Maintenance of Traffic Plan is provided.
Traffic Control Plan YES
NO
N/A
The following note is on the traffic control plan: "ALL SIGNS ARE INSTALLED BY THE CITY AND
REQUIRE AN ORDINANCE."
Details YES
NO
WA
The local street pavement section is the following: 1.5 inches HMA #11 surface on 2 inches HMA #8 binder
3 inches HMA
/
on #5D base on 7 inches #53 stone. This cross-section is shown on the plans.
V
The following note is on the plans in the vicinity of the local street pavement section: "ALL PAVING IS TO
BE COMPLETED IN
ONE PAVING SEASON."
The asphalt path section is the following: 1 inch HMA #11 surface on 2 inches #8 binder on 5 inches #53
This
stone. cross-section is shown on the plans.
Typical Cross Section (including the subsurface drain, the asphalt path shown 1 foot inside the right-of-way
line, etc.) is included in the plans,
City of Carmel standard chair back curb detail is provided.
✓
City of Carmel standard roll curb detail is provided.
✓
City of Carmel standard sidewalk detail is provided.
City of Carmel standard subsurface drain detail is provided.
✓
All subsurface drain is double wall Hancor Hi-Q or equivalent.
V/
The following City of Carmel standard sidewalk notes are provided: The standard width of the sidewalk is 5
feet. The spacing of transverse control joints is to be no greater that 1.25 times the width (6.25 feet). The
minimum thickness of the sidewalk is 4 inches. Joints are tooled or sawed joints one-fourth the thickness of
the Sidewalk built
sidewalk. with driveways shall have a minimum thickness of 6 inches or thickness of
driveway, whichever is greater.
The standard City of Carmel backfill requirements are incorporated into the Sanitary Trench Detail.
The standard City of Carmel backfill requirements are incorporated into the Reinforced Concrete Pipe
Trench Detail.
The standard City of Carmel backfill requirements are incorporated into the Water Main Trench Detail.
/
City of Cannel Department of Engineering
Specifications and Guidelines for Plan Design
City of Carmel standard Street Cut Patch Detail is included for street cuts.
/
v
Depressed Curb Detail is provided.
/
v
Maximum spacing of concrete curb control joints is 10 feet on tangents and 5 feet on radii. Maximum
spacing of concrete curb expansion joints is 50 feet.
General YES
NO
N/A
Drainage report and calculations have been submitted.
✓
Plan and profile drawings for the storm sewer system are included in the plans.
/
A grading and drainage plan are included in the plans.
/
Vi
Erosion control plan is included in the plans.
Vi
Plans are provided on 24" by 36" sheets.
Traffic study to be conducted if in congested area or if high traffic volume is expected from site.
Details Of Traffic Study
Projected number of motor vehicle trips to enter and leave the site estimated for daily peak hour traffic
levels.
The projected traffic flow pattern including vehicular movements at all major intersections likely to be
affected by the proposed use of the site.
The impact of this traffic upon existing abutting public and private ways in relation to existing road capacities.
Existing daily
and proposed and peak hour traffic levels, as well as road capacity levels also shall be given.
City of Carmel Department of Engineering
Specifications and Guidelines for Plan Design
By affixing my seal below, I, the applicant and duly appointed representative of the owner, hereafter referred to as the
petitioner, indicate that all the above requirements listed on the preceding six pages have been met, or, in the case of
a non -applicable response or in the case of answering "no" to any of the above statements, have attached a letter and
proper documentation stating the reason for not complying with the above said requirements. Submitting plans along
with this stamped and signed document obligates me, the petitioner, to agree to the following requests by the
Department of Engineering hereafter referred to as the reviewer. The petitioner will notify the reviewer in the event of
any changes to the submitted plans and is required to submit revised drawings for approval that highlight those
changes from the petitioner's previously submitted plans. The reviewer reserves the right to request that changes be
made to the plans at any point in the petitioner's design process. In the event that any of the requirements are not
found fulfilled by the petitioner as guaranteed by this agreement, the reviewer reserves the right to return the plans
and delay reviewing and approval until all requirements are met, or are eliminated by the reviewer depending on their
applicability to the project. The reviewer also stipulates that the petitioner wait to submit revised drawings and
responses to the reviewer's comments until they have included revisions based on comments from Crossroad
Engineers' review of the drainage report and calculations. It is also understood with the submittal, that upon approval
by the reviewer, the Board of Public Works and Safety and the other approval entities that exist will not in turn
automatically approve the petitioner's plans.
,� 12/18/2019
Engineer Date
Stamp
City of Carmel Department of Engineering
Instructions for State Form 53159, Application for Sanitary Sewer Construction Permit
All of the following necessary items must be submitted or the construction permit application will be
deemed incomplete and will not be reviewed. Only one copy of each necessary item needs to be
submitted.
1. Application for Sanitary Sewer Construction Permit
• Applications from municipalities must be signed and dated by an authorized official and
applications from non -municipalities must be signed and dated by the owner or a
representative.
2. Collection System Design Summary
3. Capacity Certification from the collection and treatment system owner(s) to which the
proposed sanitary sewer and/or force main will be connected
• If more than one utility will be transporting and/or treating the wastewater, a Capacity
Certification from each utility is required.
4. Registered Professional Engineer or Land Surveyor Certification by the applicant's engineer
or land surveyor
5. Final Construction Plans and Specifications
• Every page of the plans as well as the cover page for any specifications should be signed,
sealed, and dated by an Indiana registered professional engineer or land surveyor. Land
surveyors may certify plans and specifications for gravity type sanitary sewers only, not
including lift stations and force mains.
6. Identification of Potentially Affected Persons form and mailing labels
If the completed application does not satisfy all administrative and technical requirements, a
deficiency notice will be sent. If all deficiencies are not adequately addressed within sixty (60) days
from the date of the deficiency notice, the permit application will be denied.
A copy of this application can be found at: wvtw.in.qov/idem/cleanwater/2430.htm
Send construction permit applications to:
Indiana Department of Environmental Management
Office of Water Quality
Facilities Construction Section, Mail Code 65-42FC
100 North Senate Avenue, Room N1255
Indianapolis, IN 46204-2251
For any questions, call the Facility Construction Section at 317/232-5579.
APPLICATION FOR SANITARY SEWER Indiana Department of Environmental Management
CONSTRUCTION PERMIT PER 327 IAC 3 Office of water Quality
Facilities Construction Section, Mail Code 65-42FC
State Form 53159 (R5111-19) 100 North Senate Avenue, Room N1255
Indianapolis, IN 46204-2251
APPLICANT i
.. . -
Name X Mr. or ❑ Ms. Name F Mr. or ❑ Ms.
Douglas B. Wagner David J. Stoeppelwerth
Name of Organization Name of Company
Jackson's Grant Real Estate, Co., LLC by JIG Development Company, LLC its manager Stoeppelwerth & Associates, Inc.
Address (number and street, city, state, and ZIP) Address (number and street, city, state, and ZIP)
13578 East 131st Street, Suite 200 7965 East 106th Street
Fishers, Indiana 46037 Fishers, Indiana 46038
Telephone Number
(317 ) 770-7011
E-Mail Address
dwagner@ republicdev.com
Name
Jackson's Grant on Williams Creek, Section 7
Location or Project Boundaries
West side of Spring Mill Road approximately
6,400' North of 116th Street.
City or Town
Carmel
County
Hamilton
Telephone Number
(317 ) 849-5935
E-Mail Address
brobinson@stoeppelwerth.com
Describe the scope and/or purpose of this project
A proposed Section 7 of the Jackson's Grant on
Williams Creek subdivision which will consist of
17 singe -family lots.
LJ IFA's Wastewater State Revolving Fund Loan Program ❑ Local Funds
❑ OCRA's Community Development Block Grant
■❑ Private Funds
❑ USDA's Rural Development Loan and Grant Assistance ❑ Other:
I swear or affirm, under penalty of perjury as specified by IC 35-44.1-2-1 and other penalties specified by IC
13-30-10 and IC 13-15-7-1(3), that the statements and representations in this application are true, accurate,
and complete.
Printed Name of Person Signing
Douglas B. Wagner
Title
B. Wagner, Senior Vice President, Jackson's Grant Real Estate Company, LLC by JG Development Company, LLC its manager
ure ofAp (cafnt Date Signed (month/
day /
year)
(� December 18(2019
(Please refer to /C 13-30-10 for penalties of submission of false information.)
Page 1 of 6
Part of State Form 53159 (R5 / 11 .19)
UOLLECTIOR
Description of Units Served
STSTEM DESIGN SUMMARY
Design Flow Per Unit Number of Units Unit Design Flow
Example: Single family homes
310 gpd/unit
30
9,300 gpd
17 Single -Family Homes
310 (gpd/unit)
17
5,270 gpd
(gpd/unit)
gpd
(gpd/unit)
gpd
(gpd/unit)
gpd
(gpd/unit)
gpd
Average Design Flow
5,270 gpd
Peaking factor
4.o
Peak Design flow
21,080 gpd
❑ Applicable ❑Not Applicable
Length
Diameter
Material
ASTM or AWWA
Standard
SDR or
DR
Pressure
Class (psi)
Installation
Method
Example:
1,525 ft
8-inch
PVC
ASTM D3034
SDR-35
N/A
Open Cut
ft
in
in
Aftftft
in
in
in
❑ Applicable El Not Applicable
Length
Example:
1,525 ft
Diameter
8-inch
Material
PVC
ASTM or AWWA
Standard
ASTM D2241
SDR or
DR
SDR-21
Pressure
Class (psi)
200 psi
Installation
Method
Open Cut
ft
in
ft
in
ft
in
ft
in
ft
in
Inspection during construction will be provided by
Clay Township Regional Waste District
Maintenance after completion will be provided by
Clay Township Regional Waste District
Wastewater treatment will be provided by
Clay Township Regional Waste District
❑Applicable ❑■ Not Applicable
1. Location:
2. Type of pump (example: submersible, dry pit):
3. Number of pumps:
4. Constant or variable speed:
5. Design pump rate (gpm) and TDH (ft):
6. Operating volume of the wet well (gal):
Page 2 of 6
Fart of State Form 53159 ((35 / 11.19)
7.
Average detention time in the wet well (min):
8.
Type of standby power/pump provisions:
9.
Type of alarm:
10.
Additional information:
❑ Applicable 0■ Not Applicable
1.
Number of stations: simplex duplex triplex
2.
Number of residential connections per simplex station (two maximum):
3.
Design pump rate (gpm) at maximum TDH (ft):
4.
Type of alarm:
5.
Privately or utility owned and maintained:
6.
Additional information:
❑ Applicable Not Applicable
1.
Location:
2.
Total volume of vacuum tank (gal):
3.
Operating volume of the vacuum tank (gal):
4.
Number and size (HP) of vacuum pumps:
5.
Number and type of sewage pumps:
6.
Constant or variable speed:
7.
Design pump rate (gpm) and TDH (ft):
8.
Type of standby power/pump provisions:
9.
Type of alarm:
10.
Additional information:
Certification Seal, Signature, and Date
Printed Name of Engineer or Land Surveyor
David J. Stoeppelwerth
Signature
Date Signed (month/day/year)
Decerrhber 18/ 2019
�.
No.
9358
STATE OF
70NAL1411111110000
A factor of four (4) is prescribed by 327 IAC 3-6-11. However, an alternative
peaking factor may be justified by other means (327 IAC 3-6-32) or as provided
by Ten State Standards 11.243: Peaking Factor = (18 + SIP) / (4 + , P), where P
= population in thousands.
Provide pump and system curves and design calculations for TDH. If connecting
to an existing force main, provide upstream lift station pump curves and describe
how the proposed flow will affect the lift station performance during
simultaneous operation.
For small diameter low-pressure sanitary sewer systems, provide a spreadsheet
that includes the maximum expected simultaneous operation of the proposed
grinder pumps, maximum expected flow (gpm) and fluid velocity (ft/sec), static
head and accumulated friction loss, and expected accumulated total dynamic
head (TDH).
The average detention time in the wet well (cycle time between pump on/off settings) should be between 5 and 30
minutes. The cycle time may be calculated from the following equation: Cycle Time = (V / (D - Q)) + (V / Q), where D =
discharge flow rate out of the wet well (design pump rate) in gpm, Q = inflow rate into wet well (average design flow) in
gpm, and V = operating volume of wet well (between pump on/off settings) in gallons.
Page 3 of 6
Part of State Form 53159 (R5 / 11 19)
CAPACITY CERTIFICATION
This form must be filled -out in its entirety with no alterations.
Name of Applicant: Jackson's Grant Real Estate Co., LLC by JG Development Co., LLC its manager
Name of Applicant Representative: Douglas B. Wagner
Name of Project: Jackson's Grant on Williams Creek, Section 7
CERTIFICATION
, representing the
(Name of individual) (Name of municipality or utility)
have the authority to act on behalf of the
(Title)
, in my capacity as
(Name of municipality or utility)
certify that I have reviewed and understand the requirements of 327 IAC 3 and that the sanitary
collection system proposed, with the submission of this application, plans and specifications, meets
all requirements of 327 IAC 3. 1 certify that the daily flow generated in the area that will be collected
by the project system will not cause overflowing or bypassing in the collection system other than
NPDES authorized discharge points and that there is sufficient capacity in the receiving water
pollution treatment/control facility to treat the additional daily flow and remain in compliance with
applicable NPDES permit effluent limitations. I certify that the proposed average flow will not result in
hydraulic or organic overload. I certify that the proposed collection system does not include new
combined sewers or a combined sewer extension to existing combined sewers. I certify that the
ability for this collection system to comply with 327 IAC 3 is not contingent on water pollution/control
facility construction that has not been completed and put into operation. I certify that the project
meets all local rules or laws, regulations and ordinances. The information submitted is true, accurate,
and complete, to the best of my knowledge and belief. I am aware that there are significant penalties
for submitting false information, including the possibility of fine and imprisonment.
Peak Design Flow (gallons per day)
21,080
Owner of Receiving Collection System
Clay Township Regional Waste District
Name of Wastewater Treatment Plant
Clay Township Regional Waste District
Mailing Address of Certifying Representative
(number and street, city, state, and ZIP code)
E-mail Address of Certifying Representative
I am certifying for the ❑ Collection System ❑ Treatment Facility
Signature
Date Signed (month/day/year)
(Please refer to IC 13-30-10 for penalties of submission of false information.)
Page 4 of 6
Part of State Form 53159 (R5 / 11-19)
CERTIFICATION OF REGISTERED PROFESSIONAL ENGINEER OR LAND SURVEYOR
This form must be filled -out in its entirety with no alterations.
Name of Applicant: Jackson's Grant Real Estate Co., LLC by JG Development Co., LLC its manager
Name of Applicant Representative: Douglas B. Wagner
Name of Project: Jackson's Grant on Williams Creek, Section 7
I, David J. Stoeppelwerth
(Name of Individual)
CERTIFICATION
, representing the project applicant, in my capacity as a
registered professional Engineer
(Engineer or Land Surveyor)
19358
(Indiana registration number)
certify the following under penalty of law: The design of this project has been performed under my
direction or supervision to assure conformance with 327 IAC 3 and the plans and specifications
require the construction of said project to be performed in conformance with 327 IAC 3-6. The peak
daily flow rates, in accordance with 327 IAC 3-6-11 generated from within the specific area that will
be collected by the proposed collection system that is the subject of the application, plans, and
specifications (when functioning as designed and properly installed), will not cause overflowing or
bypassing in the same specific area serviced by the proposed collection system other than from
NPDES authorized discharge points. The proposed collection system does not include new
combined sewers (serving new areas) or a combined sewer extension to existing combined sewers.
The sewer at the point of connection is physically in existence and operational. Based upon
information provided by the owner of the Wastewater System, the ability for this collection system to
comply with 327 IAC 3 is not contingent on downstream water pollution/control facility construction
that has not been completed and put into operation. The design of the proposed project meets
applicable local rules or laws, regulations and ordinances. The information submitted is true,
accurate, and complete, to the best of my knowledge and belief. I am aware that there are significant
penalties for submitting false information, including the possibility of fine and imprisonment.
Average Design Flow (gallons per day)
5,270
Peak Design Flow (gallons per day)
21,080
Owner of Receiving Collection System
Clay Township Regional Waste District
Name of Wastewater Treatment Plant
Clay Township Regional Waste District
Signature
L. �/
Date Signed ((month/day/year)
December 18,/2019
(Please refer to IC 13-30-10 for penalties of submission of false information)
Page 5 of 6
IDENTIFICATION OF POTENTIALLY AFFECTED PERSONS
Please list any and all persons whom you have reason to believe have a substantial or proprietary
interest in this matter, or could otherwise be considered to be potentially affected under law. Failure
to notify a person who is later determined to be potentially affected could result in voiding IDEM's
decision on procedural grounds. To ensure conformance with Administrative Orders and Procedures
Act (AOPA) and to avoid reversal of a decision, please list all such parties. The letter on the opposite
side of this form will further explain the requirements under the AOPA. Attach additional names and
addresses on a separate sheet of paper, as needed.
Name
Please see attached.
Address (number and street)
City
State ZIP Code
Name
Address (number and street)
City
State ZIP Code
Name
Address (number and street)
City
State ZIP Code
Name
Address (number and street)
City
State ZIP Code
Name
Address (number and street)
City
State ZIP Code
Name
Address (number and street)
City
State ZIP Code
CERTIFICATION
I certify that to the best of my knowledge I have listed all potentially affected parties, as defined by IC
4-21.5-3-5.
Proposed Facility Name City
Jackson's Grant on Williams Creek, Section 7 Carmel
Printed Name of Person Signing County
David J. Stoeppelwerth Hamilton
SignatureA� Date Signed (month/day/year)
Page 6 of 6
Identification of Potentially Affected Persons Instructions
The Administrative Orders and Procedures Act (AOPA), IC 4-21.5-3-5, requires that the Indiana
Department of Environmental Management (IDEM) give notice of its decision on your application to
the following persons:
Each person to whom the decision is specifically directed
Each person to whom a law requires notice be given
The following are the minimum recommendations made as to who should be included in this list:
• All adjoining landowners to the property where the proposed construction is to occur
• All persons or entities with a substantial and direct proprietary interest in the issuance of this
permit
• Anyone who is known to have expressed concern or an interest in this particular project or
projects in this specific area
• Anyone else whom the applicant may feel that might be potentially affected by the issuance of
this permit
IC 13-15-3-1 requires IDEM to provide notice of receipt of a permit application to the following:
• The county executive of a county affected by a permit application
• The executive of a city affected by a permit application
• The executive of a town council of a town affected by a permit application
Under IC 13-15-3-1 (b) IDEM is requesting information necessary to provide such notice to the
appropriate officials.
Mailing labels are required to be submitted with your project. These mailing labels need to have the
names and addresses of the affected parties along with our mailing code (which is 65-42FC) listed
above each affected party listing.
For Example: 65-42FC
JOHN DEERE
111 CIRCLE DR
YOUR CITY IN 44444
DOCKET NO. TAC DATE RECEIVED:
For Office Use Only
" TECHNICAL ADVISORY COMMITTEE
> . ; APPLICATION & PROCEDURES
�. ^Fee: $362.00
Property Information . . .
............... ........... ...
Tax Parcel 1D*: 17-09-34-00-00-008.101 '
Property Address: 0 Spring Mill Road, Carmel, Indiana 46032
Z • PUD Z-553-11
m ong Dtsu ict. O I D'
Legal Description: (To be typewritten separately.)
Area (acres): 19.89
ver ay tstrtct (If applicable):
* Please attach a separate list for projects with multiple parcels.
Attorney Information . . . • . . • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
rT_.. N/A
Phone: Email:
Engineer Information • • • . . . . . . . . . . . . . . . . . . .
Name: David J. Stoeppelwerth - Stoeppelwerth & Associates, Inc.
Address: 7965 East 106th Street, Fishers, Indiana 46038
Phone:317-849-5935 Email Address: brobinson@stoeppelwerth.com
Eplan Review Contact Person: Brian K. Robinson - Stoeppelwerth & Associates, Inc. Phone: 317-570-4763
Email: brobinson@stoeppelwerth.com
Owner Information
...... ..................
Name: Jackson's Grant Real Estate Co., LLC . ' ' ' ' ' ' ' ' ' ' . . ' ' ' ' '
Address: 13578 East 131 st Street, Suite 200, Fishers, Indiana 47037
Phone Day_ 317-770-7011
Evening:
Email Address: dwagner@republicdev.com
Project Description • • • . • ■ . . . . . . . . . . . . . . . . . . . . . ................
Please include a brief summary/history of the project:
This will be a proposed 17 lot single-family residential addition to the Jackson's Grant on Williams Creek subdivision.
Affidavit: 1, hereby swear that I am the owner/contract purchaser of property involved in this application and that the foregoing signatures, statements
and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. I, the
undersigned, authorize the gag::
.,yeveopmentSignature of Owner: Printed: company, LLC its manager. Date: December 18, 2019
Page 1 of File: Technical Advisory Committee Application 2019 Revised: 01/04/19
TACReview Instruction Sheet . .. . .. . . . ... . . . . . . . . . . . . . . . . . . . . .
1. Initial discussion with staff regarding applicable zoning ordinances, design standards, condition/capacity of
infrastructure, and availability of utilities.
2. Allow plenty of time for the Dept. of Community Services (DOCS) staff review and the Technical Advisory
Committee (TAC) review process (approximately 30-45 days). (See the Plan Commission Calendar for TAC
Meeting filing deadlines)
3. NEW: As of January 1, 2019, electronic -only submittals are accepted. Initially, only this filled out application needs
to be emailed to DOCS staff. After a docket no. is assigned, plans are to be submitted electronically through
ProjectDox, Carmel's ePlan review software. Please see the Electronic Plan Review handout for more information on
the process and what needs to be submitted. Plans are to be distributed to all TAC authorities by the applicant by the
filing deadline.
4. INFORMATION NEEDED for formal DOCS staff and TAC review:
• One electronic copy of the completed TAC application with Legal Description attached (email to DOCS).
• One electronic copy of location map showing location of site in question, zoning, and existing land use of all
adjacent properties (upload to ProjectDox).
• One electronic copy of plans drawn to scale with all dimensions and depicting all existing and proposed
structures, exterior architectural building elevations, landscaping, drainage, Stormwater Pollution Prevention
(SWPPP), lighting, signage, and any other supporting documentation to fully understand the proposal. All
documents must be legible (upload to ProjectDox).
5. After DOCS staff review, the petitioner will be notified of the Docket Number, Meeting Date, Fees, and any
outstanding information needed to process the application.
6. No public notice is required for this petition type.
7. Filing Deadline: A complete application package of the above -referenced information must be submitted to
DOCS and to the TAC Members (see members list online) approximately 30 days prior to the meeting date
(see Plan Commission & TAC calendar). The determination of a complete application submittal is at Staff
discretion.
8. ^Filing Fee: The fling fee, as determined by staff, must be paid at least 5 days prior to the meeting date.
Failure to pay the filing fee by this time will result in the item being tabled to the next month's TAC agenda.
9. The property owner, property owner's attorney, or someone with the property owner's Power of
Attorney must be present at the Carmel Technical Advisory Committee meeting to give a short
presentation.
10. The Technical Advisory Committee (TAC) generally meets the Third Wednesday of each month at 9:00 a.m. in the
DOCS Conference Room, City Hall — Third Floor, One Civic Square, Carmel, IN 46032. (Ten days prior to the
meeting, agendas are sent to petitioners and TAC members.)
11. Generally, applications are acted upon by the Committee in one meeting. However, TAC, at its
discretion may table an item at any time. The petitioner may follow up with each TAC member,
individually, after the meeting is held, in order to address review comments and concerns.
DOCS Contact Info:
1 Civic Sq. 3rd Flr., Carmel, IN 46032
P: 317-571-2417 1 W: www.carmeldocs.com
Page 2 of 2 File: Technical Advisory Committee Application 2019 Revised: 01/04/19
City of Carmel
STORMWATER MANAGEMENT PERMIT APPLICATION
Permit #:
Submission of this application constitutes notice that the project site owner is applying for coverage under the Carmel City Code §6-180
through §6-209 for stormwater discharges associated with construction activity disturbing 1/a acre or more of land. Permitted project site
owners are required to comply with all terms and conditions of the Carmel City Code.
Project Name. Jackson's Grant on Williams Creek, Section 7
Project Location: West side of Spring Mill Road approximately 4,600, North of 116th Street.
Quarter: NE Section: 34 Township:18N Range: 3E
Project Site Owner Name: Title/Position:
Douglas B. Wagner Senior Vice President
Company: Jackson's Grant Real Estate Co., LLC by JG Development Company, LLC its manager.
Address:13578 East 131 st Street, Suite 200
City: Fishers state: Indiana Zip:
46037
Phone: 317-770-7011 Fax: E-mail Address:
dwagner@republicdev.com
SWPPP Contact Person: Douglas B. Wagner Company Name: Jackson's Grant Real Estate Co., LLC by JG
Affiliation to Project Site Owner:
Same Development Company, LLC its manager.
Address (If different from above):
City: State:
Zip:
Phone: Fax: E-mail Address:
Estimated Project Duration: March 2020 thru March 2025
By signing this application, I certify the following:
A. The storm water quality measures included in the Storm Water Pollution Prevention Plan (SWPPP) comply with the requirements of
§6-180 through §6-209 of the Carmel City Code, the City of Carmel Stormwater Technical Standards Manual, and all applicable
federal, state, and local stormwater requirements;
B. The measures required by the Stormwater Pollution Prevention Plan (SWPPP) shall be implemented;
C. Stormwater quality measures beyond those specified in the Stormwater Pollution Prevention Plan (SWPPP) will be implemented
during the life of the permit if necessary to comply with the Carmel City Code; and
D. Implementation of stormwater quality measures will be inspected by trained individuals;
E. Pursuant to Carmel City Code § 6-205, the City reserves the right to inspect and/or implement the stormwater quality measures
outlined in the Stormwater Pollution Prevention Plan (SWPPP) or provide maintenance thereto, at my expense, if not performed.
Signature roject Owner
Permit Approved: Engineering Department
Doug Wagner - Senior VP Jackson's Grant Real
Estate Co., LLC by JG Development Company,
LLC its manager.
Printed Name
Date
December 18, 2019
Date
Approval of this application constitutes acceptance of the Storm Water Pollution Prevention Plan (SWPPP) by the City of Carmel.
CnY OF CARMEL SUBDIVISION CONTROL ORDINANCE
9.06 Subdivider Agreement Forms.
9.06.01 The following agreement shall be included as a submittal with the final plat approval application:
AGREEMENT
The developer shall be responsible for any drainage problems, including standing water, flooding and
erosion control, which arise or become evident at any time during the 3 year maintenance period after
the release of the subdivision bond, and which is attributable to a deficiency in subdivision drainage
design or construction of drainage improvements. This shall include all pipes, structures, drainage
swale,
ditches and ponds which are pertinent features to the proper drainage of the subdivision.
This responsibility of the developer shall not, however, include problems which are created subsequent
to the completion of the subdivision improvements by the improper grading by individual builders or
structures and improper grading installed or accomplished by individual homeowners.
It is the intent of this agreement that the developer shall specifically provide such sub -surface drains, or
stone sewers or ditches, as are required to properly rectify any drainage problem or sub -surface water
problem which was not contemplated in the original approved subdivision design, including, but not
restricted to, disposal of sub -surface water from footing drains of individual lots.
ROAD IMPROVEMENTS The typical agreement for existing contiguous Hamilton County Roads
which are substandard, with Hamilton County is:
The developer will put in 12-inch stone base to the required width of the road, and grade the shoulders
to a minimum of 6 feet width and construct proper side -ditches, or, provide storm sewer and curbs.
This will be the black top grade during construction of subdivision. Then the county will come in and cut
our 3 inches and put in 3 inches binder asphalt after which the developer will be responsible for 1 inch
of asphalt topping. This is being done as joint projects between county and developer. An agreement
shall be executed, in writing, between the developer and Hamilton county specifically detailing the exact
work to be accomplished by the developer and that to be accomplished by the County, and shall also
state the road or roads or portions thereof which are included. If the subdivision is contemplated to be
annexed to the City Of Carmel, then the agreement shall include the City of Carmel Board of Public
Works as a signatory, which shall be for the purpose of the City of Carmel agreeing to accept the
main nce and operation, the improved road facility upon Completion of said improvements and
c leti n of annexation. A
December 18, 2019
Devqoper Date
Q la . W�er
E. Bredlau
Chapter 9: Plat Certificates, Deed of Dedication
9-6
as adopted per 7--160; as amended per Z-486-06
Spring 2006 vl
g iTA`T'E^,
`a RULE 5 - NOTICE OF INTENT (NOI)
Wir
State Form 47487 (R6 / 2-15)
Indiana Department of Environmental Management
Office of Water Quality
Approved by State Board of Accounts, 2005
Type of Submittal (Check Appropriate Box):
® Initial ❑ Amendment ❑ Renewal
Permit Number:
(Note: The initial submittal does not require a permit number; the Department will
assign a number. A permit number is required when filing an amendment,
applying for renewal, or correspondence related to this permit).
Note: Submission of this Notice of Intent letter constitutes notice that the project site owner is applying for coverage under the National Pollutant Discharge
Elimination System (NPDES) General Permit Rule for Storm Water Discharges Associated with Construction Activity. Permitted project site owners are
required to comply with all terms and conditions of the General Permit Rule 327 /AC 15-5 (Rule 5).
NAME . • • •PROJECT
Name of Project:
County:
Jackson's Grant on Williams Creek, Section 7 Hamilton
Brief Description of Project Location:
West side of Spring Mill Road approximately 4,600' North of 116th Street.
Project Location: Describe location in Latitude and Longitude (Degrees, Minutes, and Seconds or Decimal representation) and by legal description (Section,
Township, and Range, Civil Township)
Latitude:
Longitude:
390 58' 08"
860 10' 02"
Quarter: NE Section: 34 Township: 18N Range: 3E Civil Township: Clay
Does ® all or ❑ part of this project lie within the jurisdictional boundaries of a Municipal Separate Storm Sewer System (MS4) as defined in 327 IAC 15-13?
lO Yes ❑ No If yes, name the MS4(s):
Carmel
Name of Company (If Applicable):
Jackson's Grant Real Estate Co., LLC by JG Development Company, LLC its manager
Name of Project Site Owner: (An Individual) Title/Position:
Douglas B. Wagner Senior Vice President
Address:
13578 East 131 st Street, Suite 200
City: State: ZIP Code:
Fishers
Indiana 46037
Phone:
317-7-7011
70
FAX:
31 7-770-1819
E-Mail Address: (If Available)
dwagner@republicdev.com
Ownership Status (check one):
Governmental Agency: ❑ Federal ❑ State m Local Non -Governmental: ❑ Public [] Private ❑ Other: (Explain)
Contact Person: Name of Company: (lfApplicable)
Douglas B. Wagner Jackson's Grant Real Estate Co., LLC by JG Development Company, LLC its manager
Affiliation to Project Site Owner:
Same
Address: (if different from above)
City:
State:
ZIP Code:
Phone: FAX: E-Mail Address: (IfAvailable)
PROJECT•- •
Project Description:
® Residential -Single Family ❑ Residential -Multi -Family ❑ Commercial ❑ Industrial ❑ Other: (Explain)
7
Name of Receiving Water:
Williams Creek
(Note: If applicable, name of municipal operator of storm sewer and the ultimate receiving water. If a retention pond is present on the property, the name of the
nearest possible receiving water receiving discharge must be provided).
Project Acreage
Total Acreage: 19.89 Proposed Land Disturbance: (in acres) 19.89
Total Impervious Surface Area: (in square feet, estimated for completed project) 93,200
Project Duration
Estimated Start Date: March 2020 Estimated End Date for all Land Disturbing Activity: Marrh gnrn
(Continued on Reverse Side) vV v
By signing this Notice of Intent letter, I certify the following:
A. The storm water quality measures included in the Construction Plan comply with the requirements of 327 IAC 15-5-6.5, 327 IAC 15-5-7, and 327 IAC 15-
5-7.5;
B. the storm water pollution prevention plan complies with all applicable federal, state, and local storm water requirements;
C. the measures required under 327 IAC 15-5-7 and 327 IAC 15-5-7.5 will be implemented in accordance with the storm water pollution prevention plan;
D. if the projected land disturbance is One (1) acre or more, the applicable Soil and Water Conservation District or other entity designated by the Department,
has been sent a copy of the Construction Plan for review;
E. storm water quality measures beyond those specified in the storm water pollution prevention plan will be implemented during the life of the permit if
necessary to comply with 327 IAC 15-5-7; and
F. implementation of storm water quality measures will be inspected by trained individuals.
In addition to this form, I have enclosed the following required information:
❑ Verification by the reviewing agency of acceptance of the Construction Plan.
❑ Proof of publication in a newspaper of general circulation in the affected area that notified the public that a construction activity is to commence, including
all required elements contained in 327 IAC 15-5-5 (9). The Proof of Publication Must include company name and address, project name, address/location
of the project, and the receiving stream to which storm water will be discharged. Following is a sample Proof of Publication:
XERT Development Inc. (10 Willow Lane, Indianapolis, Indiana 46206) is submitting a Notice of Intent to the Indiana Department of Environmental
Management of our intent to comply with the requirements of 327 IAC 15-5 to discharge storm water from construction activities associated with Water
Garden Estates located at 24 Washout Lane, Indianapolis, Indiana 46206. Runoff from the project site will discharge to the White River. Questions or
comments regarding this project should be directed to Walter Water ofXERT Development Inc."
❑ $100 check or money order payable to the Indiana Department of Environmental Management. A permit fee is required for all NOI submittals (initial and
renewal). A fee is not required for amendments.
• - • •• ••
By signing this Notice of Intent letter, I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the
person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information or violating the provisions of
327 IAC 15-5, including the possibility of fine and imprisonment for knowing violations.
Printed Name of Project Owner: D glas B. Wagner
Signature of Project Owner: ! Gs.� 6 �. December 18, 2019
Date (month, day, year):
LLB, ory re�os2
This Notice of Intent must be signed by an individual meeting the signatory requf ements in 327 IAC 15-4-3(g).
All NOI submittals must include an original signature (FAX and photo copies are not acceptable).
Note: Within 48 hours of the initiation of construction activity, the project site owner must notify the appropriate plan review agency and IDEM, Office of Water
Quality of the actual project start date if it varies from the date provided above.
Note: A permit issued under 327 IAC 15-5 is granted by the commissioner for a period of five (5) years from the date coverage commences. Once the fi
year permit term duration is reached, a general permit issued under this rule will be considered expired, and as necessary to live (5)
r construction activity continuation,
a new Notice of Intent letter (Renewal) is required to be submitted ninety (90) days prior to the termination of coverage. The submittal must include the NOI
Letter, Proof of Publication, Fee, and verification that the plan for the project was approved (original verification of plan approval is acceptable provided the
scope of the project has not changed from the original submittal).
Mail this form to: Indiana Department of Environmental Management
Storm Water Program, IGCN, Room 1255
100 North Senate Avenue
Indianapolis., IN 46204-2251
327 IAC 15-5-6 (a) also requires a copy of the completed Notice of Intent letter be submitted to the local Soil and Water
Conservation District or other entity designated by the Department, where the land disturbing activity is to occur.
Questions regarding the development or implementation of the Construction Plan/Storm Water Pollution Prevention Plan should be directed to the local county
Soil and Water Conservation District (SWCD). If you are unable to reach the SWCD or have other questions please direct those inquiries to the IDEM Storm
Water Permit Coordinator at 317/233-1864 or 800/451-6027 ext.3-1864.
For information and forms visit http:/Iwww.in-gov/idem/4896.htm .
NOTICE OF INTENT TO CONSTRUCT A WATER MAIN EXTENSION
+ j State Form 49008 (R3 / 4-15)
Approved by State Board of Accounts, 2015
111-119-9,031211,1111
1. Title of proposed project -
Jackson's Grant on Williams Creek, Section 7 2. County of proposed
Hamilton
3. Location of proposed project (including nearest public intersection, and nearest quarter Section, Townshio. Rana,-)
West side of Spring Mill Road approximately 4,600' North of 116th Street
4. Name, title, e-mail address and firm of responsible person (as defined in 327 IAC 8-3.5-6)
Douglas B. Wagner, Senior Vice President, dwagner@republicdev.com
5. Telephone number of responsible person
Jackson's Grant Real Estate
Company, LLC by JG Development Company, LLC its manager
( )
317 770-7011
6. Address of responsible person (number and street, city, state, and ZIP code)
13578 East 131st Street, Suite 200, Fishers, Indiana 46037
7. Name of Public Water System (PWS)
Carmel City Utilities
8. PWS identification number
of PWS (number and street, city, state, and ZIP code)5229004
ain Street, Suite 220, Carmel, Indiana 4603210.
Telephonenumber of PWS
d firm of professional engineer(
317 ) 571-2451
eppelwerth Stoeppelwerth &Associates, Inc.12.
mom
Telephone number of professional engine
(317) 849-5935
(number and street, city, state, and ZIP code) and e-maigineer
106th Street, Fishers, Indiana 46038 dstoeppelwerth@stoeppelwerth.com
14. Name and e-mail address of developer (if applicable)
Douglas B. Wagner, Senior Vice President, dwagner@republicdev.com
15. Telephone number of developer
(317 ) 770-7011
16. Address of developer (number and street, city, state, and ZIP code)
17. Timing of construction (check one of the following),
I101 The proposed construction of the water main will begin on 03/2020 03/2021
9 and be completed on . (Cannot begin construction less than thirty (30)
days after IDEM receives a complete and sufficient NOL)
❑ The proposed construction schedule will be submitted separate from this NOI at least ten (10) working days before the commencement of the construction
and will include a copy of the information on the first page of this NOL (Cannot begin construction less than thirty (30) days after IDEM receives a
complete and sufficient NOI.)
18. Fee Schedule:
❑ No fee, exempted under 327 IAC 8-3-7(a).
® No fee for water main extensions under 2,500 linear feet.
❑ $150 for water main extensions from 2,501 to 5,000 linear feet.
❑ $250 for water main extensions from 5001 to 10,000 linear feet.
❑ $500 for water main extensions greater than 10,000 linear feet
19. Certifications:
Responsible Person:
The complete NOI form may be submitted by e-mail (dv !@idem.in.gov) or by certified mail to the
address below.
Indiana Department of Environmental Management
Drinking Water Permits Section (IGCN Rm 1201)
100 North Senate Avenue
Indianapolis, IN 46204
If a fee is required, see insfrucftons fior payment options,
"I certify that I have reviewed and understand the applicability and eligibility requirements of this rule and that the water main proposed with the submission of
this NOI meets the applicability and eligibility requirements of this rule. I also certify that the design and construction of this project will be performed under my
direction or supervision to assure conformance with 327 IAC 8-3.5 and will meet all local rules or laws, regulations and ordinances. The information submitted is,
to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the
possibilityafVe and imprisonment.
udtC siyneu (mourn, clay,
191W 40, U4 j „ , December 18, 2019
Professional Engineer
"I certify under the penalty of law that the design of this project will be performed under my direction or supervision to assure conformance with 327 IAC 8-
3.5 and that the plans and specification will require the construction of said project to be performed in conformance with this rule. The design of the
ulations and
e information s
ubmitted edge and belief, true,
accurate, and complete. I am aware that hosed project will meet all local rules orere are gsignifica t penalties for s submitting false information, ncluud includingpossibility of my loflfine and imprisonment."
December 18, 2019
Page 1 of 2
Developer:
1 certify under the penalty of law that the construction of this project will be performed under my direction or supervision to assure conformance with 327 IAC
8-3.5. The construction of proposed project will meet all local rules or laws, regulations and ordinances. The information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of
fine an�,qprisonment."
dev elot
00 .:rG D�
December 18, 2019
PWS Representative:
"I certify under the penalty of law that I have agreed to fumish water to the area in which the water main is proposed. I acknowledge the public water system's
responsibility for examining the plans and specifications to determine that the proposed water main meet local rules or laws and ordinances.
I also acknowledge the public water system's responsibilities as outlined in 327 IAC 8-3.5-12. 1 am aware that there are significant penalties for submitting false
information, including the possibility of fine and imprisonment."
Design Criteria:
Alternative Technical Standards (3
20. Are any "Alternative Technical Standards" proposed to be used in this project?
❑ Yes, I have attached copies of the approval with the NOi. ❑ No
Public Water System Capaci
21. The PWS's Daily Production Firm Capacity: A. MGD
22. The PWS's five (5) highest demand days in the previous two (2) years only:
Demand (MGD) Date (month, day,
1. 21, 996, 000 8/20/17
2. 21,558,000 7/20/18
3. 20, 851, 000 7/18/18
4. 20, 640, 000 6/9/18
5. 20, 208, 000 8/27/17
23. Average of five (5) Peak Daily Demand (PDD) listed above:
24. Ratio of PDD to PWS Daily Production Capacity = (Item D = Item C / Item A x 100)
25. Anticipated Customer Demand of Proposed Water Main
Residential Customers:
E. Number of homes F.Average Daily Demai
17 gpm/home) 0.87
Other (Commercial and Industrial) Customers:
Description (including size of domestic meter}:
1" meters @ 50 gpm
IAC 8-3.2-20)
Status
B. 23,611 GPM
C.
10
MGD
(at least 0.87I G. TotalAverage Daily Demand times Peaking Factor (G = E x F)
14.79
Average Daily Demand (the 'Safe Maximum
Operating Capacity' of domestic meter]
gpm
gpm
Sub Total: H. gpm
Total Customer Demand of Proposed Water Main (gpm) = (Item G + item H)
1. 14.79
Ratio of total Customer Demand of Proposed Water Main (gpm) to the PWS Daily Production Firm
Capacity (gpm) (Item J = Item I/ Item B x 100) J. 0.0626
26. Cross Connection Hazard Prevention
A. Are any of the new customers included in Section 25 designated as cross connection hazards (see instructions)?
B. Will an air gap be constructed or a reduced pressure principal backflow preventer be installed on the customer's service line?
gpm
❑ Yes ® No ❑ N/A
❑ Yes ® No ❑ N/A
Page 2 of 2
STOEPPELWERTH & ASSOCIATES, INC.
: 7965 East 1061h Street
Fishers, In 46038
PHONE: 317-849-5935 FAX: 317-849-5942
email transmittal
To: _ Amanda Dolph Indianapolis Star Dept. Public Notice Dept.
From: Betsy Bredlau - Account No. 2342 Date: December 18, 2019
Re: Jackson's Grant on Williams Creek, Pages: I
Section 7
Job No: 60160REP-S7
X Urgent
Notes:
Email: Publicnotices@indystar.com
❑ For Review ❑ Please Comment
❑ Please Reply
❑ Please Recycle
Please publish the following notice and bill Stoeppelwerth & Associates, Inc., 7965
East 106" Street, Fishers, Indiana 46038. Please also confirmation receipt of this
notice and the date of publication:
PUBLIC NOTICE
Jackson's Grant Real Estate Co., LLC 13578 East 131St Street, Suite 200, Fishers,
Indiana 46037 is submitting a Notice of Intent to the Indiana Department of
Environmental Management of our intent to comply with the requirements of 327
IAC 15-5 to discharge storm water from construction activities associated with
Jackson's Grant on Williams Creek, Section 7 located on the West side of Spring
Mill Road approximately 4,600' North of 116th Street. Runoff from the project
site will discharge to the Williams Creek. Questions or comments regarding this
project should be directed to Douglas B. Wagner with Jackson's Grant Real
Estate Co., LLC.