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HomeMy WebLinkAboutCorrespondencePlan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 1 Planning Intake Angie Conn 3/17/23 12:36 PM Comment Please upload the proposed Secondary Plat, as well. Responded by: Custom Living - 7/16/24 3:43 PM uploaded with documents from Adam above. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:02 PM Updated plat has been submitted ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 12:50 PM Client will be submitting updated signed plat for city planning. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:15 PM Please see "final plat 1 of 2 and 2 of 2" in the site drawing files. ---------------------------------------------------------- Responded by: Custom Living - 9/13/23 11:46 AM Please see updated files ---------------------------------------------------------- Responded by: Custom Living - 3/20/23 5:35 PM Please see attached. Thank you UnResolved 2 1 Addressing Dave McCoy 3/22/23 8:49 AM Comment Address for Lot 1 is 480 1st Ave NW and Lot 2 is 490 1st Ave NW. Info Only 3 1 Planning & Zoning Angie Conn 3/23/23 3:23 PM Comment Please add the term 'ROW' to the 10' Alley label. Responded by: Custom Living - 8/15/23 11:18 AM Please see new files uploaded 8.15.2023 from engineering firm. Resolved REVIEW COMMENTS Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 4 1 Planning & Zoning Angie Conn 3/23/23 3:23 PM Comment Please provide more information about the deed restriction, restrictive note, and restrictive covenant. Responded by: Custom Living - 12/7/23 3:18 PM there was no recording of the restrictive covenant ---------------------------------------------------------- Reviewer Response: Angie Conn - 9/20/23 3:05 PM Wasn't there prior discussion about this with the primary plat amendment public hearing? What was determined then? ---------------------------------------------------------- Responded by: Custom Living - 9/13/23 12:09 PM No restrictions or covenants for neighborhood. Resolved 5 1 Planning & Zoning Angie Conn 3/23/23 3:26 PM Library Comment Please provide copies of your correspondence with the TAC members and their correspondence with you. Responded by: Custom Living - 9/13/23 12:10 PM I am not finding any direct communications. Resolved 6 1 Planning & Zoning Angie Conn 3/23/23 3:26 PM Library Comment Please add Plan Commission Primary Plat Amendment Docket No. PZ-2022- 00025 PPA to the plat. Responded by: Custom Living - 8/15/23 11:19 AM Please see new files uploaded 8.15.2023 from engineering firm. Resolved 7 1 Planning & Zoning Angie Conn 3/23/23 3:26 PM Library Comment Please add Plan Commission Waiver Docket No. PZ-2022-00053 SW to the plat. Responded by: Custom Living - 8/15/23 11:19 AM Please see new files uploaded 8.15.2023 from engineering firm. Resolved 8 1 Planning & Zoning Angie Conn 3/23/23 3:26 PM Library Comment Please add Plan Commission Secondary Plat Docket No. PZ-2022-00076 SP to the plat. Responded by: Custom Living - 8/15/23 11:19 AM Please see new files uploaded 8.15.2023 from engineering firm. Resolved 9 1 Planning & Zoning Angie Conn 3/23/23 3:26 PM Library Comment Please add in the instrument no. to the Land Surveyor's Certificate on the signature page. Responded by: Custom Living - 8/15/23 11:19 AM Please see new files uploaded 8.15.2023 from engineering firm. Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 10 1 Planning & Zoning Angie Conn 3/23/23 3:26 PM Library Comment After all comments are addressed, please work with Caleb Warner in the Carmel Engineering Dept. to get on a BPW (Board of Public Works) meeting agenda, which has a filing deadline. His number is 571-2441, and his email address is cwarner@carmel.in.gov Responded by: Custom Living - 6/27/24 3:23 PM Thank you ---------------------------------------------------------- Coordinator Response: Angie Conn - 4/25/24 9:13 AM Please update the BPW member names on the BPW signature block. Here is a link to the current BPW members: https://www.carmel.in.gov/government/boards- commissions-committees/board-of-public- works/members ---------------------------------------------------------- Responded by: Custom Living - 9/13/23 12:11 PM I have spoke with Caleb and we are slated for the 4th of October if all reviews are finalized. Resolved 11 1 Planning & Zoning Angie Conn 3/23/23 3:26 PM Library Comment Staff has been advised that we cannot present a Secondary Plat to the Director for signature from this point forward until Ms. Terry Krueskamp (tkrueskamp@carmel.in.gov) in Information Systems has received an e-mail with an electronic file attached (MicroStation .dgn is preferred, or AutoCad .dwg of the subdivision) and it (the e-mail) has been copied to myself (aconn@carmel.in.gov), OR, you can upload a DGN or DWG file of the plat. Responded by: Custom Living - 9/13/23 12:10 PM email has been sent Resolved 12 1 Planning & Zoning Angie Conn 3/23/23 3:26 PM Library Comment Please submit a revised Secondary Plat after making above-mentioned changes. Once these changes have been made and comments addressed, please produce a Mylar copy (with the surveyors and land owners signatures) for signature by this Department. 1 digital copy of the plat must be filed with the Mylar prior to recording, and then 1 paper copies and 1 electronic copy of the scanned, recorded plat must be submitted following recording of the document. Our approval of the secondary plat (signature) will be forthcoming upon revision of the plans according to the items listed above. Reviewer Response: Angie Conn - 12/11/23 10:18 AM ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:16 PM Please see "final plat 1 of 2 and 2 of 2" in the site drawing files. ---------------------------------------------------------- Reviewer Response: Angie Conn - 9/20/23 3:05 PM Pending ---------------------------------------------------------- Responded by: Custom Living - 9/19/23 11:58 AM certainly will Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 13 1 Planning & Zoning Angie Conn 3/23/23 3:26 PM Library Comment Lastly, please submit a .pdf or .jpg file of the scanned, recorded plat. Responded by: Custom Living - 7/16/24 3:43 PM Mylar has been signed and with Angie's. Angie, I confirmed with Doug (Engineer) that nothing has changed on the mylar that was submitted. ---------------------------------------------------------- Coordinator Response: Angie Conn - 6/27/24 3:50 PM This will be a condition of approval. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:23 PM Updated plat has been su ---------------------------------------------------------- Reviewer Response: Angie Conn - 4/11/24 3:06 PM This will be a condition of approval: please provide a .pdf or .jpg file of the final scanned, Recorded plat. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 12:50 PM Client will be submitting updated signed plat for city planning. ---------------------------------------------------------- Reviewer Response: Angie Conn - 12/11/23 10:19 AM This is a condition of approval. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:16 PM Please see current recorded plat in site drawings folder. Once mylar is approved, signed, and recorded we will provide new plat information. ---------------------------------------------------------- Reviewer Response: Angie Conn - 9/20/23 3:05 PM Pending ---------------------------------------------------------- Responded by: Custom Living - 9/19/23 11:59 AM certainly will UnResolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 14 1 Planning & Zoning Angie Conn 3/23/23 3:26 PM Library Comment Please provide the Dept. with a copy of the Covenants & Restrictions for this neighborhood, if any. Responded by: Custom Living - 8/11/23 12:24 PM there are none. Resolved 15 1 Planning & Zoning Angie Conn 3/23/23 3:26 PM Library Comment Please note that the secondary plat filing fee is still due. Responded by: Custom Living - 9/13/23 11:46 AM This was dropped off, can you please confirm it was deposited? Resolved 16 1 Planning & Zoning Angie Conn 3/23/23 3:31 PM Comment Please add the phone numbers (and email addresses if possible) to the Owner & Developer info. Responded by: Custom Living - 9/13/23 11:46 AM Please see updated files Resolved 17 1 Planning & Zoning Angie Conn 3/23/23 3:32 PM Comment Please have the lot numbers read as 1A, 2A, and 3A, on the plat - on sheet 1 and sheet 2. Responded by: Custom Living - 9/13/23 11:46 AM Please see updated files Resolved 18 1 Planning & Zoning Angie Conn 3/23/23 3:33 PM Comment Please show/label the 33-ft half right of way for the Monon Greenway Trail, pursuant to the Comprehensive Plan's Transportation Plan that was in effect at the time of filing. Responded by: Custom Living - 9/13/23 11:46 AM Please see updated files Resolved 19 1 Fire Carmel Fire 3/30/23 9:43 AM Comment CFD comments previously issued. Info Only 20 1 Vectren Energy Chad Miller 4/5/23 1:55 PM Comment No comments. Info Only 21 1 Engineering Alex Jordan 4/7/23 1:53 PM Comment Please provide all items required but Section 102.02 of the Stormwater Technical Standards and resubmit for our review. Responded by: Custom Living - 12/7/23 3:02 PM please see O&M manual in drainage reports folder ---------------------------------------------------------- Reviewer Response: Alex Jordan - 9/21/23 9:55 AM Please have an O&M manual submitted with the next submittal. ---------------------------------------------------------- Responded by: Custom Living - 8/15/23 11:18 AM Please see new files uploaded 8.15.2023 from engineering firm. Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 22 1 CrossRoad Engineers Willie Hall 4/7/23 2:12 PM Comment Secondary Plat submittals shall be in conformance with Section 102.06 of the City of Carmel Stormwater Technical Standards Manual and shall include, in addition to the drainage report, a full set of construction plans in accordance with Section 102.02 of the STSM and a Stormwater Pollution Prevention Plan in accordance with Section 102.04 of the STSM. Review by our office is PENDING submittal of the necessary documents. Responded by: Custom Living - 8/15/23 11:18 AM please see new files uploaded 8.15.2023 from engineers Info Only 23 1 Sign Permits Aliza Shalit 4/11/23 2:55 PM Comment Will any signage be proposed? Responded by: Custom Living - 8/11/23 12:24 PM no signage will be proposed Resolved 24 2 Engineering Alex Jordan 9/22/23 8:43 AM Library Comment Please provide developer's email address on the cover sheet Responded by: Custom Living - 12/7/23 3:02 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved 25 2 Engineering Alex Jordan 9/22/23 8:43 AM Library Comment Please provide a professional engineer's stamp on the plans Responded by: Custom Living - 12/7/23 3:02 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 26 2 Engineering Alex Jordan 9/22/23 8:43 AM Library Comment Please submit a storm water management permit application Responded by: Custom Living - 7/16/24 3:42 PM Document submitted and permit uploaded from Hamilton country drainage board to provide access in their drain. Carmel permits will be submitted prior to work starting. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/28/24 12:39 PM As stated, this comment will remain unresolved until a stormwater management permit is applied for. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:18 PM Everything is ready for storm water management permit application to be submitted ---------------------------------------------------------- Reviewer Response: Alex Jordan - 4/15/24 2:05 PM We will leave this comment unresolved until the permit is submitted. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 12:45 PM Client will be submitting stormwater permit after upcoming design review. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 12/14/23 9:07 AM The stormwater permit is how we issue our final approval of the project. The issuance of this permit does not require the project to start immediately. We would like for this permit to be applied for at your earliest convenience. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:02 PM I was planning to submit prior to construction starting. I am going to be waiting on lots to sell and new home designs to start for permit submittals. UnResolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 28 2 Engineering Alex Jordan 9/22/23 8:43 AM Library Comment Please provide the anticipated start construction date in a comment letter or project summary Responded by: Custom Living - 12/7/23 3:03 PM Start of construction will begin once home sites are sold and designs are started for custom homes. Resolved 29 2 Engineering Alex Jordan 9/22/23 8:43 AM Library Comment Please verify that there are no direct discharge areas Responded by: Custom Living - 12/7/23 3:05 PM verified with engineers on 12/1 Set 23-021 CD v4.pdf Resolved 30 2 Engineering Alex Jordan 9/22/23 8:43 AM Library Comment Please verify that all elevations are North American Vertical Datum of 1988 (NAVD) Responded by: Custom Living - 12/7/23 3:05 PM verified with engineers on 12/1 Set 23-021 CD v4.pdf Resolved 31 2 Engineering Alex Jordan 9/22/23 8:43 AM Library Comment Please verify that the horizontal datum of topgraphic map is Indiana State Plane Coordinates, NAD83 Responded by: Custom Living - 12/7/23 3:05 PM verified with engineers on 12/1 Set 23-021 CD v4.pdf Resolved 32 2 Engineering Alex Jordan 9/22/23 8:43 AM Library Comment Please verify that the locations of existing utilities with top of curb and invert elevations, pipe sizes, and direction are shown Responded by: Custom Living - 12/7/23 3:05 PM verified with engineers on 12/1 Set 23-021 CD v4.pdf Resolved 33 2 Engineering Alex Jordan 9/22/23 8:43 AM Library Comment Please verify that all existing culverts, pipes, and bridges on existing drives or under the roadway are shown indicating size, type, and invert elevations Responded by: Custom Living - 12/7/23 3:05 PM verified with engineers on 12/1 Set 23-021 CD v4.pdf Resolved 34 2 Engineering Alex Jordan 9/22/23 8:43 AM Library Comment Please verify that the locations of all existing electrical power vaults, transformers, power lines, gas lines, television cable , and telephone lines are shown Responded by: Custom Living - 12/7/23 3:05 PM verified with engineers on 12/1 Set 23-021 CD v4.pdf Resolved 35 2 Engineering Alex Jordan 9/22/23 8:43 AM Library Comment Please provide all on-site and off-site flood routing through the site Responded by: Custom Living - 12/7/23 3:05 PM verified with engineers on 12/1 Set 23-021 CD v4.pdf Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 36 2 Engineering Alex Jordan 9/22/23 8:43 AM Library Comment Please show the 100-year elevations of all inlets in the clogged condtions Responded by: Custom Living - 12/7/23 3:05 PM verified with engineers on 12/1 Set 23-021 CD v4.pdf Resolved 37 2 Engineering Alex Jordan 9/22/23 9:54 AM Changemark This will need to be labeled as a drainage and BMP easement This easement contains the detention and will need to have these designations. 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 3:05 PM please see set 12/1 Set 23-021 CD v4.pdf Resolved 38 2 Engineering Alex Jordan 9/22/23 9:54 AM Changemark A waiver will need to be requested from Section 302.06(10) of the STSM We do not allow residential lots to be used for any part of detention per this section so a waiver will need to be requested. 23-021 CD v3_1.pdf Responded by: Custom Living - 4/10/24 12:45 PM The property owner to the north is aware, and a blanket use statement will be submitted to the City allowing the natural, existing grade to serve as a conveyance for a 100-year flood event ---------------------------------------------------------- Reviewer Response: Alex Jordan - 12/14/23 9:21 AM This waiver request will need to be submitted prior to stormwater permit approval. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:06 PM is waiver submittal during permit submittal for construction? Resolved 39 2 Engineering Alex Jordan 9/22/23 9:54 AM Changemark What is the status of the storm line running through these lots? Has you received County Drainage Board approval to relocate/remove this line? In an email from 8/4/21 we had agreed to the removal of this pipe once sufficient drainage facilities are approved and bonded for the new development. 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 3:07 PM Yes, please see folder with minutes from November 2021 approvals. This document is in drainage folder. Resolved 40 2 Engineering Alex Jordan 9/22/23 9:54 AM Changemark Per Section 302.06(4) of the STSM, stormwater facilities will need to be separated from any right-of-way by 50' or a barrier must be installed 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 3:09 PM Please see 12/1 Set 23-021 CD v4.pdf Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 41 2 Engineering Alex Jordan 9/22/23 9:54 AM Changemark Board of Public Works approval will be required for any necessary lane resitrictions/closures Please provide a request letter for any closures or restrictions as well as a maintenance of traffic. 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 3:10 PM Start of construction will begin once home sites are sold and designs are started for custom homes and permits are approved. Will the request be adequate at that time? Info Only 42 2 Engineering Alex Jordan 9/22/23 9:54 AM Changemark The emergency overflow will need to be placed within a 30' easement 23-021 CD v3_1.pdf Reviewer Response: Alex Jordan - 6/28/24 12:41 PM We have received the written agreement from the adjacent property owner and have uploaded it to ProjectDox. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:18 PM Please see new emergency overflow route ---------------------------------------------------------- Reviewer Response: Alex Jordan - 4/15/24 2:24 PM The emergency overflow route is still not located within an easement as originally requested. This will need to be included with the next submittal or a written agreement from the adjacent property owner agreeing to the overflow through their property. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 12:46 PM It appears that the reviewer commented on a previously submitted plan set (CD v3_1) and not the plan set that was submitted at the time of last review (CD v4). However, drainage has been relocated to subsurface detention, and a bypass swale has been added. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 12/14/23 9:30 AM I am unable to locate this easement on sheet 7 of the plans. Please provide this on the next submittal. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:10 PM Please see 12/1 Set 23-021 CD v4.pdf Info Only Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 43 2 Engineering Alex Jordan 9/22/23 9:55 AM Changemark Please provide the City's standard drawing for road cut repair on the plans 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 3:11 PM Please see 12/1 Set 23-021 CD v4.pdf Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM 44 2 Engineering Alex Jordan 9/22/23 10:05 AM Changemark Can a swale be installed along this property line in order to get this drainage to the detention? 23-021 CD v3_1.pdf Responded by: Custom Living - 7/15/24 11:48 PM A SWALE WAS ADDED AT THE REAR OF THE LOTS DIRECTING FLOW TO THE SWALE BETWEEN THE HOUSES. FURTHERMORE, A NOTE WAS ADDED TO SHEET 4 CONCERNING ROOF DRAIN CONNECTION ALONG THE NORTH SIDE OF THE HOUSE ON LOT 2. PLEASE SEE THE REVISED PLANS SET ALREADY SUB6MITTED. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/28/24 12:31 PM The property is still shown graded towards the property to the north and the request swale has not be installed. Please revise. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:19 PM Please see the attached ---------------------------------------------------------- Reviewer Response: Alex Jordan - 4/18/24 12:41 PM We have reviewed the last plan set uploaded, "23-021 CD Revised Layout", and do not see the swale that was originally requested. The property is shown shedding onto the property to the north but should be directed to the detention and detained. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 12:48 PM It appears that the reviewer commented on a previously submitted plan set (CD v3_1) and not the plan set that was submitted at the time of last review (CD v4). However, drainage has been relocated to subsurface detention, and a bypass swale has been added. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 12/14/23 10:12 AM It does not appear that anything was changed from the last set. Please provide a swale along this property line to convey water to the detention area. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:11 PM Please see 12/1 Set 23-021 CD v4.pdf Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 45 2 Engineering Alex Jordan 9/22/23 1:31 PM Changemark A county outlet permit will need to be applied for to discharge to this manhole This manhole is owned by the County and a permit will need to be applied for to outlet into it. 23-021 CD v3_1.pdf Responded by: Custom Living - 7/12/24 11:22 AM PERMIT APPROVED BY COUNTY ON 6/11/24. UPLOADED BY CUSTOM LIVING ON 7/12/24 TO CORRESPONDENCE FOLDER. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/28/24 12:32 PM Please provide the approved permit or email confirming this. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:20 PM The county has been contacted and it has been approved for tie in ---------------------------------------------------------- Reviewer Response: Alex Jordan - 4/15/24 2:35 PM Please clarify if the County had been contacted regarding this outlet as requested on 12/14/23. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 12:48 PM It appears that the reviewer commented on a previously submitted plan set (CD v3_1) and not the plan set that was submitted at the time of last review (CD v4). However, drainage has been relocated to subsurface detention, and a bypass swale has been added. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 12/14/23 1:28 PM You will need to speak with the County on when they will like for the outlet permit to be issued. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:12 PM Will permit approval be adequate with city when we submit for construction permits Resolved 46 2 Engineering Alex Jordan 9/22/23 1:32 PM Changemark The City requires a minimum of 6" SSDs Please replace this underdrain with a 6" dual walled SSD. 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 3:12 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 47 2 Engineering Alex Jordan 9/22/23 1:35 PM Library Comment Please indicate all existing and proposed utilities on the profiles with the size, pipe material, and inverts Responded by: Custom Living - 12/7/23 3:12 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved 48 2 Engineering Alex Jordan 9/22/23 1:35 PM Library Comment Please show sumped structures appropriatley on profiles Responded by: Custom Living - 12/7/23 3:12 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved 49 2 Engineering Alex Jordan 9/22/23 1:35 PM Library Comment Please provide the hydraulic grade line on the profiles Responded by: Custom Living - 12/7/23 3:13 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved 50 2 Engineering Alex Jordan 9/22/23 1:35 PM Library Comment Please show the SSD connections to structures on the profiles Responded by: Custom Living - 12/7/23 3:13 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved 51 2 Engineering Alex Jordan 9/22/23 1:42 PM Changemark The inverts and structure numbers shown on the profiles do not match those shown on the plans Please review and revise the structure numbers and elevations provided on the plans and profiles. 23-021 CD v3_1.pdf Responded by: Custom Living - 4/10/24 12:49 PM It appears that the reviewer commented on a previously submitted plan set (CD v3_1) and not the plan set that was submitted at the time of last review (CD v4). However, drainage has been relocated to subsurface detention, and a bypass swale has been added. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 12/14/23 1:58 PM The inverts and pipe sizes on the profile for structure #3 still do not match. Additionally, most pipe sizes shown on the profile call for 18" rather than 15". Please revise. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:13 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 52 2 Engineering Alex Jordan 9/22/23 1:48 PM Changemark Please clearly label the pond/BMP on this sheet Please call out the dry detention with native vegetation as well as the "no mow or spray" protective signage. 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 3:13 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved 53 2 Engineering Alex Jordan 9/22/23 2:01 PM Changemark Please list the dry detention with native vegetation under this section 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 3:13 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved 54 2 Engineering Alex Jordan 9/22/23 2:09 PM Changemark Please provide a detail for the native vegetation protective signage 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 3:13 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved 55 2 Engineering Alex Jordan 9/22/23 2:09 PM Changemark Please provide a pond cross-section This will need to show the native vegetation limits and protective signage locations. 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 3:13 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved 56 2 Engineering Alex Jordan 9/22/23 2:16 PM Changemark Please clarify the type of material that will be used for the drive 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 3:13 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved 57 2 Engineering Alex Jordan 9/22/23 2:21 PM Changemark We are concerned with the pond bank eroding due to the drive being sloped towards it Please consider a way slowing the runoff from the drive in order to avoid eroding the pond banks. 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 3:13 PM Please see 12/1 Set 23-021 CD v4.pdf with stone and sign additions Resolved 58 2 CrossRoad Engineers Willie Hall 9/29/23 1:49 PM Changemark 102.02.v. Constructions Plans shall include existing site layout 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 2:54 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 59 2 CrossRoad Engineers Willie Hall 9/29/23 1:51 PM Changemark 102.02.vii Please include HGL on storm P&P 23-021 CD v3_1.pdf Responded by: Custom Living - 6/27/24 3:03 PM HGL should now be updated please see new CD set uploaded Thank you ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 9:54 AM HGL is still missing from storm profiles. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 3:46 AM Please see the revised plan set. Drainage has been relocated to subsurface detention, and a bypass swale has been added. The revised design keeps the pipe diameter to 15". ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 3:42 PM We have concerns about the proposed 18" pipe connecting to a downstream 15" pipe. Per 312.12, his downstream pipe will need to be fully evaluated to show that the proposed improvements will not adversely affect the existing infrastructure. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 2:54 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved 60 2 CrossRoad Engineers Willie Hall 9/29/23 1:52 PM Changemark 102.02.vii Please show crossing utilities. 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 2:54 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved 61 2 CrossRoad Engineers Willie Hall 9/29/23 1:53 PM Changemark 102.02.vii Please include statement from section 102.02.vii 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 2:54 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 62 2 CrossRoad Engineers Willie Hall 9/29/23 1:53 PM Changemark 102.02.xi Please include all information as required per 102.02.xi. 23-021 CD v3_1.pdf Responded by: Custom Living - 6/27/24 3:03 PM This should now be updated. Thank you ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 9:57 AM Please include all of the requested information on the grading and drainage sheet. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 11:38 AM 102.02.xi.d - Please see the revised Site Plan - Sheet 3 102.02.xi.h - Please see the revised Grading/Drainage Plan - Sheet 4 102.02.xi.k - Please see the revised SWPPP Plan - Sheet 7 102.02.xi.m - Please see the revised Site Plan - Sheet 3 102.02.xi.p - Please see the revised Site Plan - Sheet 3 (MFPG) ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 3:49 PM The following sections were not addressed 102.02.xi.d, 102.02.xi.h, 102.02.xi.k, 102.02.02.xi.m, 102.02.xi.p, ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 2:54 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 63 2 CrossRoad Engineers Willie Hall 9/29/23 2:13 PM Changemark Existing Buildings Please show the existing buildings and verify roof drain outlet locations will be routed to the pond as indicated in the drainage report. 23-021 CD v3_1.pdf Responded by: Custom Living - 4/10/24 3:48 AM Please see the revised plan set. Drainage has been relocated to subsurface detention, and a bypass swale has been added for the eastern parcels. The revised design is meant to convey the offsite stormwater separately from the on-site. ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 4:04 PM Please confirm that the pond is accounting for the entire eastern lot. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 2:54 PM "Please see 12/1 Set 23-021 CD v4.pdf " there are no existing buildings on the property of the 2 lots we are trying to have approvals for. In their permit submittals we will be sure to have those integrated. Resolved 64 2 CrossRoad Engineers Willie Hall 9/29/23 2:39 PM Changemark 302.06.2 The 100-year elevation of stormwater detention facilities shall be separated by not less than 25 feet from any building or structure to be occupied. Please verify that the buildings on the eastern lots are not within 25' of the pond. 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 2:55 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 65 2 CrossRoad Engineers Willie Hall 9/29/23 2:39 PM Changemark OCS Please provide detail of outlet control structure. 23-021 CD v3_1.pdf Responded by: Custom Living - 6/27/24 3:04 PM This has been updated ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 2:42 PM The outlet pipe is indicated to be an 8", which contradicts the 2.4" orifice described in the drainage report. An outlet control structure will be required. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 11:38 AM Please see the revised plan set. Drainage has been relocated to subsurface detention. The outfall pipe diameter restricts the flow for discharge release to required CFS ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 7:11 PM The City will require that any orifice opening under 6" will need within the structure in the form of an orifice plate with a minimum diameter of 12" intake pipe with debris guard. A debris guard will not be permitted on the inside of the OCS. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 2:55 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 66 2 CrossRoad Engineers Willie Hall 9/29/23 2:44 PM Changemark Emergency Overflow Please provide emergency overflow weir elevations and dimensions. please also provide detail. detention basins, assumed full to the 100-year water surface elevation or the emergency overflow weir elevation, whichever is higher, shall be placed within a common area either platted or legally described and recorded as a perpetual stormwater easement. 23-021 CD v3_1.pdf Responded by: Custom Living - 6/27/24 3:05 PM This has now been addressed ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 2:44 PM Co ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 11:39 AM Please see the revised Site Plan - Sheet 3 ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 4:11 PM Comment to remain unresolved until Ref #67 is addressed. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 2:55 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 67 2 CrossRoad Engineers Willie Hall 9/29/23 2:45 PM Changemark 302.06.10 a minimum of fifteen (15) feet horizontally from the top of bank of the facility, or the 100-year pool if no defined top of bank is present, shall be dedicated as permanent stormwater easement if the above-noted boundary of the common area does not extend that far. 23-021 CD v3_1.pdf Responded by: Custom Living - 7/15/24 11:49 PM AGREEMENT WAS SIGNED ON 04/22/24 AND UPLOADED BY ALEX JORDAN (CITY OF CARMEL) ON 4/24/24. IT IS LOCATED WITHIN THE CORRESPONDENCE FOLDER ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/28/24 10:47 AM Please upload agreement. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:06 PM This has now been addressed ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 2:45 PM Comment will remain unresolved until agreement is provided. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 11:39 AM The property owner to the north is aware, and a blanket use statement will be submitted to the City allowing the natural, existing grade to serve as a conveyance for a 100-year flood event ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 4:11 PM Comment to remain unresolved until formal waiver is provided and approved. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 2:55 PM "Please see Resolved 68 2 CrossRoad Engineers Willie Hall 9/29/23 2:47 PM Changemark 302.08 Please provide slope of bottom of pond. 23-021 CD v3_1.pdf Responded by: Custom Living - 12/7/23 2:56 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 69 2 CrossRoad Engineers Willie Hall 9/29/23 2:51 PM Changemark 302.12 Please provide easement across Lot for emergency overflow or written acknowledgement from property owner that their lot will act as the emergency overflow for the proposed pond. GIS contours appear to indicate that drainage would be directed to the lot just north of Lot 1. If this is not the case, please provide adequate survey information to verify actual flow route. 23-021 CD v3_1.pdf Responded by: Custom Living - 7/15/24 11:49 PM PERMIT APPROVED BY COUNTY ON 6/11/24. UPLOADED BY CUSTOM LIVING ON 7/12/24 TO CORRESPONDENCE FOLDER. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/28/24 10:48 AM Please upload agreement. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:06 PM This has now been addressed ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 2:45 PM Comment will remain unresolved until agreement is provided. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 3:50 AM The property owner to the north is aware, and a blanket use statement will be submitted to the City allowing the natural, existing grade to serve as a conveyance for a 100-year flood event ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 4:13 PM Easement not addressed. Please remove the ponding limits from lot 3A and include a 30' drainage easement from the overflow weir to the northern property line of Lot 3A along the natural flow path of said overflow. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 2:56 PM The emergency outlet is shown on page 7 with the overland flow route "Please see 12/1 Set 23-021 CD v4.pdf page 7 Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 70 2 CrossRoad Engineers Willie Hall 9/29/23 2:58 PM Changemark 303.07 Please hatch any areas that would pond in the event of a 100-yr storm event in a fully clogged scenario. 23-021 CD v3_1.pdf Responded by: Custom Living - 7/15/24 11:50 PM NORTHERN HATCHING REMOVED ENTIRELY. WITH THE AGREEMENT IN PLACE WITH THE LOT 3A OWNER, THE THEORETICAL OVERFLOW WILL SIMPLY TRAVERSE LOT 3A TO THE NW CORNER THEN OFFSITE FURTHER INTO AN EXISTING DRAINAGE STRUCTURE. LOCALIZED FLOOD ANALYSIS WAS NOT PRODUCED FOR LOT 3A ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/28/24 10:49 AM northern ponding limits still appear to be contained by an incorrect contour. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:07 PM Please see attached ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 2:46 PM Sheet 3 does not contain ponding hatch. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 11:39 AM Please see the revised Site Plan - Sheet 3 ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 4:17 PM See Ref #69. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 2:59 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved 71 2 CrossRoad Engineers Willie Hall 9/29/23 3:02 PM Changemark 305.02 Minimum subsurface drain is 6" diameter. Rev Drainage Report 510 Subdivision.pdf Responded by: Custom Living - 12/7/23 2:59 PM Please see REVISED FINAL DRAINAGE REPORT 11-27-23 in drainage files and 12/1 Set 23-021 CD v4.pdf in prints Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 72 2 CrossRoad Engineers Willie Hall 9/29/23 3:02 PM Changemark 102.03 Please include summary of release rates, required vs proposed, storage volume, req'd vs proposed, orifice size(s), req'd vs prop, direct discharge and 90% drawdown time. Rev Drainage Report 510 Subdivision.pdf Responded by: Custom Living - 7/15/24 11:50 PM THE UNCONTROLLED RUNOFF IS THERE SIMPLY FOR COMPARISONS TO THE CONTROLLED RUNOFF VIA THE UG SYSTEM. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/28/24 10:51 AM Please clarify in the report what the uncontrolled runoff is and why it exceeds the allowable release rate. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:07 PM Please see the revisions that have been made ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 2:46 PM Comment will remain unresolved until revi ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 3:48 AM Please see the revised plan set. Drainage has been relocated to subsurface detention, and a bypass swale has been added. The drainage report has been revised to reflect these design changes. ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 4:45 PM Comment to remain unresolved until pond outputs are revised ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 2:59 PM please see REVISED FINAL DRAINAGE REPORT 11-27-23 in drainage files and 12/1 Set 23-021 CD v4.pdf in prints Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 73 2 CrossRoad Engineers Willie Hall 9/29/23 3:02 PM Changemark 102.03 In addition to on-site only analysis of the detention pond, the pond shall be analyzed with offsite flow flowing through said pond since the eastern lots drain directly to it. Rev Drainage Report 510 Subdivision.pdf Responded by: Custom Living - 6/27/24 3:07 PM Please see the revisions that have been made ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 2:46 PM Comment will remain unresolved until revisions are provided. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 11:39 AM Please see the revised plan set. Drainage has been relocated to subsurface detention, and a bypass swale has been added. The drainage report has been revised to reflect these design changes. ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 4:21 PM Comment to remain unresolved until pond outputs are revised. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 2:59 PM please see REVISED FINAL DRAINAGE REPORT 11-27-23 in drainage files and 12/1 Set 23-021 CD v4.pdf in prints Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 74 2 CrossRoad Engineers Willie Hall 9/29/23 3:02 PM Changemark 302.03 control devices shall limit the discharge to a rate such that the post- developed release rate from the site is no greater than 0.1 cfs per acre of development for 0-10 year return interval storms and 0.3 cfs per acre of developed area for 11 - 100 year return interval storms. Rev Drainage Report 510 Subdivision.pdf Reviewer Response: Willie Hall - 6/28/24 10:51 AM ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:07 PM Please see the revised plans ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 2:47 PM Comment will remain unresolved until revisions are provided. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 11:39 AM Please see the revised plan set. Drainage has been relocated to subsurface detention, and a bypass swale has been added. The drainage report has been revised to reflect these design changes. ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 4:33 PM Comment to remain unresolved until alternate release rates are approved by city. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:01 PM please see REVISED FINAL DRAINAGE REPORT 11-27-23 in drainage files and 12/1 Set 23-021 CD v4.pdf in prints Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 75 2 CrossRoad Engineers Willie Hall 9/29/23 3:02 PM Changemark 700 Please provide WQ calculations showing that the design meets chapter 700 requirements. Rev Drainage Report 510 Subdivision.pdf Responded by: Custom Living - 6/27/24 3:08 PM Please see the attached updates ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 2:47 PM Please revise stormwater quality post construction and conclusion paragraphs of the drainage report as it does not accurately reflect the requirements that are to be met with this project. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 11:39 AM Please see the revised plan set. Drainage has been relocated to subsurface detention, and a bypass swale has been added. The drainage report has been revised to reflect these design changes. ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 4:44 PM The drainage report shall information and calculations indicating that all requirements for extended dry detention basins are met. Please reference BMP PC-103 within Section 700 of the STSM. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:01 PM please see REVISED FINAL DRAINAGE REPORT 11-27-23 in drainage files and 12/1 Set 23-021 CD v4.pdf in prints Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 76 2 CrossRoad Engineers Willie Hall 9/29/23 3:02 PM Changemark 302.06.7 Carmel will allow 2" minimum orifice size. Rev Drainage Report 510 Subdivision.pdf Responded by: Custom Living - 6/27/24 3:09 PM Please see the attached updates ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 10:18 AM Please provide OCS detail. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 11:39 AM Please see the revised plan set. Drainage has been relocated to subsurface detention, and a bypass swale has been added. The drainage report has been revised to reflect these design changes. ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 4:41 PM The model output should be run assuming the no infiltration to the 6" underdrain. The report pond input also appears to indicate a 2" orifice instead of the 1"x11" slit provided on the OCS detail on sheet ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:01 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 77 2 CrossRoad Engineers Willie Hall 9/29/23 3:02 PM Changemark 302.06.11 detention basins shall be designed with an additional ten (10) percent of available capacity to allow for sediment accumulation resulting from development and to permit the pond to function for reasonable periods between cleanings. Rev Drainage Report 510 Subdivision.pdf Responded by: Custom Living - 6/27/24 3:09 PM Please see the attached updates ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 10:19 AM Please indicate in the report that the 10% is being provided, it appears that it is. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 11:39 AM Please see the revised plan set. Drainage has been relocated to subsurface detention, and a bypass swale has been added. The drainage report has been revised to reflect these design changes. ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 4:45 PM Comment to remain unresolved until alternate release rates are approved by city and outputs are revised. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:01 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 78 2 CrossRoad Engineers Willie Hall 9/29/23 3:02 PM Changemark 102.03.d.xi Please include all pipe sizing calculations per 102.03.d Rev Drainage Report 510 Subdivision.pdf Responded by: Custom Living - 6/27/24 3:10 PM Please see the corrected revisions ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 10:23 AM Comment will remain unresolved until revisions are provided. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 11:40 AM Please see the revised plan set. Drainage has been relocated to subsurface detention, and a bypass swale has been added. The drainage report has been revised to reflect these design changes. ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 4:47 PM Please evaluate the the existing pipes in addition to the proposed storm sewer as mentioned in Ref# 59 since the downstream pipe is smaller than the proposed pipe. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:01 PM "Please see 12/1 Set 23-021 CD v4.pdf " Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 79 2 CrossRoad Engineers Willie Hall 9/29/23 3:03 PM Changemark MFPGs Building MFPGs shall be shown on the secondary plat. REPLAT Five-Ten Subdivision Final Plat- 1 of 1 REV#1.pdf Responded by: Custom Living - 6/27/24 3:10 PM Please see the revised plans ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 10:22 AM Comment will remain unresolved until flood routing is revised. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 2:30 PM Please see the revised plat showing the MFPG data. the client is securing an acknowledgement letter from the owners to the north regarding the emergency flood routing within the natural topography of area. ---------------------------------------------------------- Reviewer Response: Willie Hall - 12/21/23 4:48 PM MFPGS and offsite emergency flood routing easements not included on provided SP sheet. ---------------------------------------------------------- Responded by: Custom Living - 12/7/23 3:21 PM please see Resolved 80 3 Engineering Alex Jordan 12/14/23 1:36 PM Changemark RCP is required within City right-of-way Please revise this pipe to be RCP rather that HDPE. 12.1 Set 23-021 CD v4_1.pdf Responded by: Custom Living - 4/10/24 1:12 PM Noted. The section of pipe that connects the proposed drainage to the existing MH structure has been revised to show RCP. Resolved 81 3 Engineering Alex Jordan 12/15/23 12:44 PM Changemark Please clarify if these squares are also wooden bollards Please provide a legend item for these or update the callout to clarify that these are all wooden bollards. 12.1 Set 23-021 CD v4_1.pdf Reviewer Response: Alex Jordan - 4/18/24 10:54 AM ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 12:54 PM Please see the revised plan set. Drainage has been relocated to subsurface detention, and a bypass swale has been added. Please confirm if bollards are now a requirement, as the bypass swale is relatively shallow. Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 82 3 CrossRoad Engineers Willie Hall 12/21/23 3:48 PM Comment When responding to comments, detailed responses indicating how the specific issues were resolved need to be provided. "Please see revised plans" is not a sufficient response. Responded by: Custom Living - 4/10/24 12:40 PM Understood. Due to the revisions to the stormwater detention, Improved response to comments have been added. Info Only 83 3 CrossRoad Engineers Willie Hall 12/21/23 4:03 PM Changemark 102.02.xiv the construction plans shall include a Structure Data Table, and, at a minimum, shall include the following information: structure number reference, upstream structure number, downstream structure number, top casting elevation, upstream pipe elevation, downstream pipe elevation, pipe length, pipe material, pipe size, type of structure and detail reference to type of structure and any notes related to the structure. 12.1 Set 23-021 CD v4_1.pdf Responded by: Custom Living - 6/27/24 3:12 PM Please see the attached updates ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 10:25 AM Providing a structure data table does not create an unnecessary burden and is standard with all plans. Please provide. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 2:58 PM We humbly request that this item be waived by the city. As this is a two-lot subdivision with minimal infrastructure adding an entire sheet for roughly a half- dozen structures seems wasteful. Please advise. Resolved 84 3 CrossRoad Engineers Willie Hall 12/21/23 7:23 PM Changemark 300 Please only consider 2A & 2B for analyzing the required detention. Based on the small size of the lots, we assume that the 0.1/0.3 will not be able to be met based on the minimum orifice size requirements. The detention basin shall be sized based on design orifice required to meet the 0.1/.3 requirement. Once this is established, outputs with a 2" minimum orifice will need to be provided to show what the actual release rates will be. An additional scenario where the the offsite runoff from the east will be added to the detention pond will need to be provided as well per 302.05. REVISED FINAL DRAINAGE REPORT 11- 27-23.pdf Responded by: Custom Living - 6/27/24 3:12 PM Please see the new calculations ---------------------------------------------------------- Reviewer Response: Willie Hall - 4/23/24 10:26 AM It appears that calculations only consider the two proposed lots but this comment will remain unresolved until revisions are provided. ---------------------------------------------------------- Responded by: Custom Living - 4/10/24 12:43 PM Please see the revised plan set. Drainage has been relocated to subsurface detention, and a bypass swale has been added. The drainage report has been revised to reflect these design changes. Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 85 3 Engineering Alex Jordan 12/22/23 11:58 AM Changemark Please provide a detail for the filtration strip 510 Notarized O & M.pdf Responded by: Custom Living - 4/10/24 1:13 PM Please see the revised plan set. Drainage has been relocated to subsurface detention, and a bypass swale has been added. Please confirm if filtration strip detail is now required. Resolved 86 4 Engineering Alex Jordan 4/18/24 11:23 AM Comment A revised O&M detailing the underground detention system and the BMP that is required with this project will need to be provided with the next submittal. Responded by: Custom Living - 7/15/24 11:50 PM BMP CROSS SECTION IS PROVIDED IN THE CURRENT O & M AS SUBMITTED ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:20 PM Please see attached Resolved 87 4 Engineering Alex Jordan 4/18/24 11:47 AM Changemark This section will need to be revised to reflect the latest BMP that is to be installed with this project Please change this and all other sections that reference the previous detention system. For example, A20 references the dry detention basin. 23-021 CD Revised Layout.pdf Responded by: Custom Living - 7/15/24 11:51 PM SEE REVISED PLAN SET "23-021 CD 2024-07-15" ---------------------------------------------------------- Reviewer Response: Alex Jordan - 7/1/24 9:29 AM The dry detention/native vegetation is still listed and the SNOUT is not. Please revise. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:20 PM Please see attached revisions Resolved 88 4 Engineering Alex Jordan 4/18/24 12:49 PM Changemark This section should be removed from the drainage report in order to avoid confusion 510 Subdivision Drainage Report - Revised Layout.pdf Responded by: Custom Living - 7/15/24 11:52 PM SECTION HAS BEEN REVISED ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/28/24 12:43 PM This section of the drainage report has still not been removed as requested and discussed. Please revise on the next submittal. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:22 PM Removed Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 89 4 Engineering Alex Jordan 4/18/24 12:49 PM Changemark A water quality aspect will need to be included with this project Please include a BMP with the next submittal and include the calculations for it in the drainage report. 510 Subdivision Drainage Report - Revised Layout.pdf Responded by: Custom Living - 6/27/24 3:22 PM Please Resolved 90 4 Engineering Alex Jordan 4/18/24 1:03 PM Changemark A water quality aspect will need to be added to this system or another BMP will need to be provided to satisfy our water quality requirements 23-021 CD Revised Layout.pdf Responded by: Custom Living - 6/27/24 3:22 PM This should now be updated. Thank you Resolved 91 4 Engineering Alex Jordan 4/18/24 1:03 PM Changemark Are no structures planned for this system? How will this system be accessed for cleaning purposes? Where will the water access and discharge from the system? 23-021 CD Revised Layout.pdf Responded by: Custom Living - 7/15/24 11:52 PM NO ADDITIONAL STRUCTURES OTHER THAN THE ACCESS PORT (STR #5) WHICH IS TYPICAL OF THESE TYPE OF SYSTEMS. WATER WILL FLOW INTO THE OVERALL SYSTEM VIA THE INFILTRATION TRENCH AROUND THE DRIVE, AS DISCUSSED AND SHOWN, AND INTO STR #4….ALL FLOWS WILL LEAVE THE SYSTEM VIA A CONNECTED PIPE AT STR #5, SYSTEM CONTROL WILL OCCURE AT STR #2 ---------------------------------------------------------- Reviewer Response: Alex Jordan - 7/1/24 9:29 AM Please provide a detail for this structure and confirm with Contech that the structure can be placed on the pipe manifolds. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:23 PM Please see the att Resolved 92 4 Engineering Alex Jordan 4/18/24 1:19 PM Changemark Will this be installed? The drainage report and comment responses state that the detention has been moved underground but the previously proposed detention area is still shown and called out. Please revise the plan set to clarify this confusion. 23-021 CD Revised Layout.pdf Responded by: Custom Living - 7/15/24 11:53 PM NOTE ON SHEET #7 REMOVED. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/28/24 12:53 PM This is still called out on sheet 7 of the plans. Please revise. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:23 PM Please see revision Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 93 4 CrossRoad Engineers Willie Hall 4/23/24 9:32 AM Changemark UG Detention Pipe Plans indicate 15" diameter pipes. Please confirm which is correct and revise. 510 Subdivision Drainage Report - Revised Layout.pdf Responded by: Custom Living - 6/27/24 3:12 PM Please see the updated drainage report Resolved 94 4 CrossRoad Engineers Willie Hall 4/23/24 9:33 AM Changemark OCS Please provide OCS detail, as none is provided in the plans. 510 Subdivision Drainage Report - Revised Layout.pdf Responded by: Custom Living - 6/27/24 3:13 PM Please see the OCS detailed that has now been provided Resolved 95 4 CrossRoad Engineers Willie Hall 4/23/24 9:37 AM Changemark 201.03 CN for Woods is incorrect. Please revise 510 Subdivision Drainage Report - Revised Layout.pdf Responded by: Custom Living - 7/15/24 11:53 PM SOIL TYPE REVISED ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/28/24 11:01 AM Still incorrect and noted as 'A' Soil Type. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:14 PM Revision has been made Resolved 96 4 CrossRoad Engineers Willie Hall 4/23/24 9:39 AM Changemark 201.03 For the purpose of determining the postdeveloped conditions curve numbers, due to significant disturbance to the upper soil layers during the construction activities, the initially determined hydrologic soil group for disturbed areas should be changed to the next less infiltrating capacity category (i.e., A to B, B to C, and C to D). Type D soil should be used for post developed calculations. 510 Subdivision Drainage Report - Revised Layout.pdf Responded by: Custom Living - 7/15/24 11:53 PM SOILS TYPES & CN & C'S HAVE BEEN UPDATED AS NECESSARY ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/28/24 11:04 AM See Ref #95 ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:14 PM Please se the corrected drainage report Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 97 4 CrossRoad Engineers Willie Hall 4/23/24 9:43 AM Changemark 302.11 Overflow weir for underground detention shall be routed through an overflow weir within an outlet control structure and shall not be allowed to surcharge through the detention stone. Eemergency overflow facilities shall be designed to convey, without overtopping the detention facility banks, one and one-quarter (1.25) times the peak inflow discharge and peak flow velocity resulting from the 100-year design storm event runoff from the entire contributing watershed draining to the detention/retention facility, assuming post-development condition on-site and existing condition off- site. Please provide overflow calculations. 510 Subdivision Drainage Report - Revised Layout.pdf Reviewer Response: Willie Hall - 7/24/24 5:43 PM FOR FUTURE REFERENCE, THE INTENT OF THIS CALCULATION IS TO VERIFY THAT THE OVERFLOW WEIR CAN HANDLE THE 1.25X100-YR FLOW ASSUMING THE POND IS STAGED AT THE 100-YR ELEVATION WITH PLUGGED ORIFICES. CRE RAN AN INDEPENDENT CALCULATION TO VERIFY THAT THE 1.25X100-YR FLOW CAN BE ACCOMODATED BETWEEN THE TOP OF WEIR AND MANHOLE COVER SLAB BOTTOM. THE 4.02 CFS RESULTED IN A DEPTH OF 0.45' OVER THE WEIR, PROVIDING ~0.90' OF CLEARANCE TO THE TOP OF SLAB BOTTOM. ---------------------------------------------------------- Responded by: Custom Living - 7/15/24 11:53 PM NEW CALCUALTION ADDED TO END OF APP C. 1.25XALL FLOWS INTO THE DETENTIONS SYSTEM ONLY CHANGED THE '100 YEAR" BY +0.12' ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/28/24 11:06 AM Please provide calculations showing that the 1.25x100 year flow can be accommodated within outlet control structure between the top of weir and bottom of slab top. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:15 PM Please see overflow calculations Info Only 98 4 CrossRoad Engineers Willie Hall 4/23/24 9:49 AM Changemark 305.05 Please provide inlet grate calculations. Inlet grate opening provided shall be adequate to pass the design 10-year flow with 50% of the sag inlet areas clogged. 510 Subdivision Drainage Report - Revised Layout.pdf Responded by: Custom Living - 7/15/24 11:54 PM INLET CAPACITY CALCS (@ 50% CLOGGED) ADDED TO END OF APP "C" ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/28/24 11:07 AM Grate calculations not found. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:15 PM Please see the updated drainage report Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 99 4 CrossRoad Engineers Willie Hall 4/23/24 11:30 AM Changemark 302.11 Please provide overflow weir within an outlet control structure for the underground detention. This detail no longer applies. 23-021 CD Revised Layout.pdf Responded by: Custom Living - 6/27/24 3:15 PM Please see attached Resolved 100 4 CrossRoad Engineers Willie Hall 4/23/24 11:30 AM Changemark 305.02 The minimum diameter of all storm sewers shall be 12 inches. Under no circumstances shall the pipe be less than 12-inches diameter, measured as the inside diameter. This shall apply to both public and private storm piping, unless the piping is a roof drain, footing drain or sump pump. When the minimum 12-inch diameter pipe will not limit the rate of release to the required amount, the rate of release for detention storage shall be controlled by an orifice plate or other device, subject to acceptance of the City of Carmel. 23-021 CD Revised Layout.pdf Responded by: Custom Living - 6/27/24 3:16 PM Please see the attached with the updated size of strom sewers Resolved 101 4 CrossRoad Engineers Willie Hall 4/23/24 11:30 AM Changemark 501.03 a minimum drop of 0.1 foot through manholes and inlet structures should be provided. When changing pipe size, match crowns of pipes, unless detailed modeling of hydraulic grade line shows that another arrangement would be as effective. 23-021 CD Revised Layout.pdf Responded by: Custom Living - 6/27/24 3:16 PM Please see the attached revisions Resolved 102 4 CrossRoad Engineers Willie Hall 4/23/24 11:30 AM Changemark 102.02.vii the Plan and Profile Sheet(s) shall include the hydraulic grade line indicated on the profiles to demonstrate that the hydraulic grade line remains below the rim elevation for the design condition. 23-021 CD Revised Layout.pdf Responded by: Custom Living - 6/27/24 3:17 PM Please see attached Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 103 4 CrossRoad Engineers Willie Hall 4/23/24 11:30 AM Changemark 303.07 Please provide revised ponding limits and MFPG based on the new layout. 23-021 CD Revised Layout.pdf Responded by: Custom Living - 7/15/24 11:54 PM SEE THE NOTE ON SHEET 4 CONCERNING DOWNSPOUT CONNECTION ON THE NORTH SIDE OF LOT 2. DURING THE LAST MEETING IT WAS DISCUSSED TO EITHER CREATE A SWALE OR TIE IN THE ROOF DRAINS TO SSD. AS AN ADDITIONAL SWALE WAS CREATED ALONG THE BACK OF THE PROPERTIES (BY REQUEST) WITH SSD UNDERDRAIN THE SWALE ALONG THE NORTH WAS NOT CREATED AS A SOLUTION FOR THIS PARTICUALY SITUATION. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/28/24 11:12 AM It was discussed at the last meeting to provide a swale with underdrain between the Lot 2 building and property line to avoid runoff to the northern neighbor. Please revise ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:17 PM Please see the revised plans Resolved 104 4 CrossRoad Engineers Willie Hall 4/23/24 11:30 AM Changemark Detention Details Please provide more details about how the OCS connects to the detention facility. Please provide OCS detail. Please confirm sizing of detention pipes, drainage report indicates 24" pipes. 23-021 CD Revised Layout.pdf Responded by: Custom Living - 6/27/24 3:17 PM Please see confirmed sizing Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 105 4 Engineering Alex Jordan 4/24/24 9:57 AM Changemark The plat will need to be revised with the BMP easement once the water quality measure is planned and the location is determined Once the BMP for the project is determined, the BMP easement for it will need to be shown on the plat. We received the Mylar copy of the plat yesterday but will need it replaced with an updated copy once this is figured out. Five-Ten Subdivision Final Plat v2 - 1 of 1.pdf Responded by: Custom Living - 7/15/24 11:55 PM THE EASEMENTS ARE CLEARLY DEFINED ANS SHOWN ON SHEETS 3-7 OF THE PLAN SET AND ON THE PLAT LAST PROVIDED ON 6/25/24 ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/28/24 12:54 PM We will not review the plat until we have finalized the plans and all easements locations have been determined. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:24 PM New Mylar should have been submitted after our phone call Resolved 106 4 Engineering Alex Jordan 4/24/24 10:04 AM Changemark Please show the underground detention on this sheet 23-021 CD Revised Layout.pdf Responded by: Custom Living - 7/15/24 11:55 PM SEE REVISED SHEETS 3-7 OF PLAN SET "23-021 CD 2024 -07-15" ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/28/24 1:06 PM The underground detention chambers are still not shown on this or any other plan sheet. Please revise. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:24 PM Please see revised layout Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 107 4 Engineering Alex Jordan 4/24/24 10:07 AM Changemark Please ensure there will not be conflict with the underground detention and the utility laterals Please verify that the laterals will have appropriate depth to avoid conflict with the underground detention. 23-021 CD Revised Layout.pdf Responded by: Custom Living - 7/15/24 11:56 PM SEWER LATERALS AND GRAVITY LINE WAS REMOVED IN FAVOR OF INDIVIDUAL FORCEMAIN. THE REVISED PLANS SUBMITTED ON 6/25/24 REFLECTS THIS CHANGE. WATER LATERALS ARE NOT A QUESTION SINCE THOSE CAN BE INSTALLED BY HDD. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/28/24 1:10 PM We are not able to locate any information on the plans that indicate there will not be a conflict. ---------------------------------------------------------- Responded by: Custom Living - 6/27/24 3:24 PM Please see revised layout Info Only 108 4 Engineering Alex Jordan 4/25/24 8:45 AM Comment We have reviewed the plans to the best of our abilities but there are several discrepancies in the plans and items missing that has led us to returning the review. For example, water quality has been removed from the project without our approval. Additionally, both types of detention facilities (underground and basin) are called out on the plan sheets. Please closely review the plans and drainage report to ensure they are consistent with each other and provide a water quality measure with an O&M manual. Responded by: Custom Living - 6/27/24 3:24 PM Please see the attached thank you Info Only 109 5 CrossRoad Engineers Willie Hall 6/28/24 11:24 AM Comment Please provide calculations showing that the existing downstream pipe can handle the existing and proposed flows. Responded by: Custom Living - 7/15/24 11:56 PM DOWNSTREAM PIPE CALCUATIONS ADDED TO END OF APP "C" Resolved 110 5 Engineering Alex Jordan 6/28/24 1:09 PM Changemark The site map does not reflect the latest set of plans Structure #4 is not shown and the grading of the lots do not match. Please also show the underground detention chambers and structures. Notarized O & M 05182024.pdf Responded by: Custom Living - 7/15/24 11:56 PM SEE REVISED SITE MAP. Resolved 111 5 Engineering Alex Jordan 7/1/24 9:35 AM Changemark Please clarify what this hatching represents The hatching shown here is not located in the legend. 23-021 CD 2024-06-26.pdf Responded by: Custom Living - 7/15/24 11:56 PM SEE REVISED LEGEND, SAME SHEET. Resolved 112 5 Engineering Alex Jordan 7/1/24 9:35 AM Changemark Please call out for a perforated pipe here and provide a grate on the end to avoid stone getting into the pipe/structure 23-021 CD 2024-06-26.pdf Responded by: Custom Living - 7/15/24 11:57 PM PIPE TYPE REVISED. DETAIL SPECIFIED CAP ON PREVIOUS SUBMITTAL Resolved Plan Review - Review Comments Report Project Name: PZ-2022-00076 SP Five-Ten Subdivision Secondary Plat Workflow Started: 5/12/2022 9:01:25 AM Report Generated: 07/26/2024 12:40 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 113 5 Engineering Alex Jordan 7/1/24 9:35 AM Changemark Please provide a separate detail for the infiltration trench around the drive 23-021 CD 2024-06-26.pdf Responded by: Custom Living - 7/15/24 11:57 PM SEE NEW DETAIL ON SHEET 11 Resolved 114 5 Engineering Alex Jordan 7/1/24 9:39 AM Changemark Please add a detail for the infiltration trench in the O&M Notarized O & M 05182024.pdf Responded by: Custom Living - 7/15/24 11:57 PM INFILTRATION TRENCH ADDED Resolved 115 6 Engineering Alex Jordan 7/24/24 12:40 PM Comment We have no further comments on the plans. Before we can issue a stormwater management permit, the following items will need to be submitted: 1. A signed and recorded O&M manual 2. A stormwater engineers estimate for all temporary and permanent stormwater measures 3. A non-expiring stormwater performance bond for 100% of the approved estimate 4. A completed BMP easement agreement with an exhibit and legal description (template uploaded to the correspondence folder) 5. A right-of- way permit and $5,000 license and permit bond, which can be applied for here: https://cw.carmel.in.gov/PublicAccess/login 6. A stormwater management permit, which can also be applied for at the above link Info Only