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Home My WebLink AboutCorrespondencePlan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 1 1 Urban Forestry Daren Mindham 4/19/24 12:51 PM Changemark wrong name on detail Label this the shrub planting detail L010.1 - LANDSCAPE DETAILS.pdf Responded by: Miranda Seals - 5/30/24 3:59 PM Detail name has been updated. Resolved 2 1 Urban Forestry Daren Mindham 4/19/24 12:51 PM Changemark wrong name on detail2 Label this the tree planting detail L010.1 - LANDSCAPE DETAILS.pdf Responded by: Miranda Seals - 5/30/24 3:59 PM Detail name has been updated. Resolved 3 1 Urban Forestry Daren Mindham 4/19/24 12:51 PM Changemark Plant schedule Please add the plant schedule to this sheet to explain the plant labeling, quantity and size requirements L010.1 - LANDSCAPE DETAILS.pdf Responded by: Miranda Seals - 5/30/24 3:59 PM Plant schedule is included with the planting plan sheet. Resolved 4 1 Urban Forestry Daren Mindham 4/19/24 1:16 PM Changemark UDO requirements 3.91.B.1-2 requires additional trees and shrubs within the 30' greenbelt width along US 421. 3 shade trees, 1 ornamental tree and 30 shrubs per 100 linear feet. All greenbelt landscaping should be placed outside the 20' water easement unless able with approvals. 5.19.D.5-6 requires: Please screen all general areas, outdoor storage and the like with plant material sized for screening the use. 5.19.F.1 requires: a western perimeter bufferyard that is 10' wide with 5 shade trees, 1 ornamental tree and 10 shrubs per 100 linear feet. a northern perimeter bufferyard that is 5' wide with 4 shade trees, 0 ornamental tree and 10 shrubs per 100 linear feet. 5.19.F.3 requires: a 5' wide planting bed on ALL sides of the building with plantings. L010.0 - LANDSCAPE PLAN.pdf Responded by: Miranda Seals - 5/30/24 3:59 PM Landscape plan has been updated to reflect the UDO requirements. Resolved 5 1 Vectren Energy Chad Miller 4/26/24 9:47 AM Changemark CenterPoint Energy Please have the owner or developer call our new service center at 1-800-990 -1930 if they would like gas service. Also, we will need load information on the building to size the gas meter and an AutoCAD file. C030.0 - SITE & UTILITY PLAN.pdf Info Only REVIEW COMMENTS Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 6 1 TriCo Regional Sewer Utility Ryan Hartman 4/29/24 8:44 AM Comment TriCo will wait on MEP plans to perform final plan review. Responded by: Miranda Seals - 7/2/24 11:19 AM MEP Plans will be submitted after final construction documents are completed. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:00 PM Thank you. Resolved 7 1 Planning & Zoning Rachel Keesling 4/29/24 10:42 AM Changemark Docket Number Please add your project docket number to your title page. A010.0 - TITLE SHEET.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:12 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:00 PM Added. Resolved 8 1 Planning & Zoning Rachel Keesling 4/29/24 10:45 AM Changemark Site plan over aerial Could you please make the site plan outline just a bit darker over the aerial photo. It is a bit hard to see. Thanks! A010.2 - ARCHITECTURAL SITE AERIAL.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:14 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:00 PM Revised. Resolved 9 1 CrossRoad Engineers Willie Hall 4/29/24 3:27 PM Changemark Drainage Report Please revise the submittal to include a drainage report that includes all relevant information per Section 102.03 of the STSM. The included plan sheet is not sufficient. C040.1 - 2019 MASTER PLAN NOTES.pdf Responded by: Miranda Seals - 5/30/24 4:00 PM Please refer to Stormwater Technical Report. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 10 1 CrossRoad Engineers Willie Hall 4/29/24 3:28 PM Changemark Existing Project Site Layout Per Section 102.02.v of the STSM, please revise the plan set to include an existing site project layout. C010.0 - TITLE SHEET.pdf Responded by: Miranda Seals - 7/2/24 10:36 AM Sheet C015.0 has been added to the set. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/6/24 9:12 AM No sheet "C015.0 Existing Conditions" was found in the Site Drawings folder. Please review and revise. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:00 PM Please refer to C015.0 Existing Conditions. Resolved 11 1 CrossRoad Engineers Willie Hall 4/29/24 3:31 PM Changemark Utility Information Per Section 102.02.vi of the STSM, please revise to include all available information related to the utilities including, at a minimum, pipe size, slope and material, invert elevations, structure type, casting type, and rim elevation. C030.0 - SITE & UTILITY PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:00 PM Please refer to C050.0 and C050.1 Storm Plan and Profile sheets. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 12 1 CrossRoad Engineers Willie Hall 4/29/24 3:37 PM Changemark Storm Sewer Plan and Profiles Per Section 102.02.vii of the STSM, please revise to include Storm sewer plan/profile sheet(s) at a scale of 5 vertical and 50 horizontal showing the elevation, size, length, slope, location of all proposed storm sewers, including subsurface drains, existing and proposed ground surface profiles, top of casting elevations, structure numbers, pipe invert elevations, casting type, structure type, and all existing and proposed utility crossings also shall be indicated and any other information per the Digital Submission Policy. The actual correct datum (not an assumed one) shall be used for the profile sheets and all invert and other elevations noted. Limits of granular backfill may be indicated on the plan and profile sheets; however, any references with general notes, plan notes, or legends to the granular backfill material shall reference the appropriate trench detail on the detail sheets. The hydraulic grade line shall be indicated on the profiles to demonstrate that the hydraulic grade line remains below the rim elevation for the design condition. The following statement shall be included on all plan/profile sheets: "The storm sewer system shall be constructed per design specified and as approved by the City of Carmel on the final approved construction plans. Deviations from the approved design shall only be permitted due to special circumstances or difficulty during construction and will require prior field approval from a designated representative of the City of Carmel in addition to supplemental approval by the design engineer. An explanation of any such deviation shall be included as a requirement on as-built/record drawings submitted for release of performance guarantees. Approved design slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require as-built certification at the time of construction, prior to backfilling the pipe. The contractor is instructed to as- built each section of storm pipe as it is being installed to ensure compliance with the design plans and as approved by the City of Carmel." C010.0 - TITLE SHEET.pdf Responded by: Miranda Seals - 5/30/24 4:00 PM Please refer to new and adjusted sheets. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 13 1 CrossRoad Engineers Willie Hall 4/29/24 4:06 PM Changemark One Hundred (100) Year Floodplains Per Section 102.02.xi.c of the STSM, please revise to include the One hundred (100) year floodplains, floodway fringes, and floodways established in accordance with the City of Carmel Flood Hazard Area Ordinance. Please note if none exists. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 7/2/24 10:36 AM The note from C020.0 has also been added to sheet C040.0 ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/6/24 2:33 PM No floodplain note was found on Sheet C 040.0 Grading and Drainage Plan. Please review and revise accordingly. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:00 PM Please refer to Floodplain Note on C020.0 and C040.0. Resolved 14 1 CrossRoad Engineers Willie Hall 4/29/24 4:06 PM Changemark Delineation of All Proposed Land Disturbing Activities Per Section 102.02.xi.d of the STSM, please revise to include delineation of all proposed land disturbing activities, including off-site activities that will provide services to the project site. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:01 PM Please refer to C020.0 for limits of proposed improvements. The entire area within these limits will be disturbed. Resolved 15 1 CrossRoad Engineers Willie Hall 4/29/24 4:06 PM Changemark Off-site Borrow, Stockpile, Disposal Areas Per Section 102.02.xi.e of the STSM, please revise to include information regarding any off-site borrow, stockpile, or disposal areas that are associated with a project site, and under the control of the project site owner. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:01 PM Please refer to Borrow Note on C040.0. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 18 1 CrossRoad Engineers Willie Hall 4/30/24 2:12 PM Changemark 100-year Overflow Path / Ponding Per Section 102.02.xi.g, 102.02xi.k, and 303.07 of the STSM, please revise to include the 100-year overflow path / ponding areas shown as hatched areas, along with associated easements. The ponding and overflow path throughout the development resulting from a 100-year storm event or from a flood route of an internal detention pond or off-site development or watershed, calculated based on all contributing drainage areas, on-site and off-site, in their proposed or reasonably anticipated land use and with the storm pipe system assumed completely plugged, shall be determined, clearly shown as hatched area on the plans, and a minimum width of 30-feet along the centerline of the overflow path contained in permanent drainage easements and shall remain within the limits of the development. The emergency flood routing path(s) and their invert elevations shall also be shown. C040.0 - GRADING & DRAINAGE PLAN.pdf Reviewer Response: Willie Hall - 8/16/24 3:00 PM ---------------------------------------------------------- Responded by: Miranda Seals - 8/7/24 2:53 PM The ponding hatches and maximum ponding elevations are shown on sheet C040.3 8-05-2024 ---------------------------------------------------------- Reviewer Response: Willie Hall - 7/3/24 11:25 AM Please revise the ponding hatches to include the maximum ponding elevations. ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 10:37 AM The clogged conditions routing is now shown on sheet C040.3. Not C040.0 ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/6/24 2:38 PM No overflow spillway notes nor arrows were found on Sheet C040.0 Grading and Drainage Plan. Please review and revise accordingly. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:01 PM Please refer to Overflow Spillway notes and arrows on C040.0. Resolved 19 1 CrossRoad Engineers Willie Hall 4/30/24 2:13 PM Changemark Public / Private System Per Section 102.02.xi.h of the STSM, please include a note indicating whether the system is public or private. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:01 PM Please refer to Public and Private notes on C040.0, C050.0, and C050.1. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 20 1 CrossRoad Engineers Willie Hall 4/30/24 2:21 PM Changemark Drainage Summary Per Section 102.02.xi.m of the STSM, please revise to include a drainage summary, which summarizes the basic conditions of the drainage design, including site acreage, off-site/upstream acreage, allowable release rates, post-developed 10-year, and 100-year flows leaving the site, volume of detention required, volume of detention provided, and any release rate. Please provide this information from the master plan and include the information that shows conformance the drainage master plan. C040.1 - 2019 MASTER PLAN NOTES.pdf Responded by: Miranda Seals - 7/2/24 10:37 AM On-site acreages for stormwater areas are found on sheet C040.2. Off-site acreage for stormwater areas are found on sheet C040.2 ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/10/24 10:41 AM Please revise to include a drainage summary table that includes, at a minimum, site acreage, master planned curve number for the project site, actual calculated curve number for the project site (to confirm compliance with the master plan), master planned allowable release rates, master planned post-developed 10-year and 100-year flows, and master planned post- detained 10-year and 100-year release rates. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:01 PM Please refer to Stormwater Technical Report and C040.1. Resolved 21 1 CrossRoad Engineers Willie Hall 4/30/24 2:31 PM Changemark Connection to Main System Per Section 102.02.xi.n of the STSM, please revise to include details showing connection to the main system or method of discharge into stream outlet, locations and sizes of lift stations, manholes, inlets, junction boxes, and other necessary appurtenances. Please note that this connection would require a storm structure per Section 501.03 of the STSM. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:01 PM Please refer to C040.0, C050.0, and C050.1 for new MH 100 connection, and downstream Aria Apartments report (in Stormwater Technical Report) for downstream systems and connections. Resolved 22 1 CrossRoad Engineers Willie Hall 4/30/24 2:32 PM Changemark Connection to Main System #2 Per Section 102.02.xi.n of the STSM, please provide details showing connection to the main system or method of discharge into stream or reservoir, distance to stream outlet, locations and sizes of lift stations, manholes, inlets, junction boxes, and other necessary appurtenances. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:01 PM Please refer to downstream Aria Apartments report (in Stormwater Technical Report) for downstream systems and connections. Resolved 23 1 CrossRoad Engineers Willie Hall 4/30/24 2:35 PM Changemark Drainage Arrows Per Section 102.02.xi.q of the STSM, please revise to provide drainage arrows that indicate all surface drainage, swales and on each side of every break in swale slopes. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:01 PM Please refer to C040.2 for drainage arrows toward inlets. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 24 1 CrossRoad Engineers Willie Hall 4/30/24 2:36 PM Changemark Structure Data Table Per Section 102.02.xiv of the STSM, please revise to include a Structure Data Table that includes, at a minimum, 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. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 8/7/24 2:54 PM The tables are on sheet C050.2 and the detail reference has been added to the "Structure Type". The details have been added to sheet C060.2 and C060.3 ---------------------------------------------------------- Reviewer Response: Willie Hall - 7/3/24 11:51 AM No detail reference to the type of structure was included in the Structure Data Table. Please revise to include the requested detail reference to the type of structure. Additionally, there were no details found in the plans for a "Proposed Manhole" nor a "Curb Inlet Type A". Please revise the plans to include details for all proposed storm structures. ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 10:37 AM Please refer to these tables on sheet C050.1 ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/6/24 3:14 PM Please revise the Structure Data Table to include a detail reference to the type of structure. Additionally, please revise the plans to include details of all proposed storm structures. It does not appear that there were any details included for the proposed manholes or box structures. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:01 PM Please refer to C050.1 for Structure Table. Resolved 25 1 CrossRoad Engineers Willie Hall 4/30/24 2:38 PM Changemark MFPG and MLAG Per Section 104.02 of the STSM, please revise to include the MFPG and MLAG of the proposed building in accordance with the STSM. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 9/12/24 3:40 PM The pavement grade shown east of STR 201 is now 901.45, and the proposed grades around it have been lowered to drain the stormwater runoff to the same locations as before and not exceed the maximum clogged ponding elevation of 901.45. These grades have been revised on sheets C040.0, and C040.3. ---------------------------------------------------------- Reviewer Response: Willie Hall - 8/16/24 4:04 PM Per the waiver submittal, the maximum ponding Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM elevation is listed as 901.45; however, per inspection of the Grading Plan, it appears that there is a 901.50 pavement grade just southeast of the 901.45 elevation. Please review and revise. Additionally, the Maximum ponding elevation shown on Sheet C040.3 is 901.70. Please revise so all ponding elevations agree between the plans and the waiver request. Additionally, please update the plans with the correct MFPG/MLAG elevation based on the local ponding. ---------------------------------------------------------- Responded by: Miranda Seals - 8/7/24 2:54 PM The MFPG grades have been added to sheet C040.3. The top of curb for STR 201 is 901.70, but the gutter grade along the south curb face at the entrance drive is 901.45 and would then route the stormwater runoff down the entrance drive to the existing pavement of the shared drive. This still wouldn't meet the minimum 1- foot above the local ponding elevation, but it would result in an 0.8-foot local ponding elevation. We are asking for a wavier of the 1-foot minimum above the local ponding elevation for STR 201. ---------------------------------------------------------- Reviewer Response: Willie Hall - 7/3/24 1:59 PM The MFPG must be a minimum 1-foot above the local ponding elevation. The ponding shown on Sheet C040.3 did not include any maximum ponding elevations to verify that the MFPG is 1-foot above the local ponding. Per inspection of the Grading & Drainage Plan (Sheet C040.0), it appears that the ponding elevation for Str. No. 201 would be, at a minimum, 901.70 as that is the top of curb elevation. Adding one foot to this elevation results in a MFPG of 902.70 which does not match the MFPG of 898.80 shown on the Grading & Drainage Plan (Sheet C040.0) and is also above the listed FFE of 902.25. Please review and revise. ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 10:37 AM The MFPG can be verified by the prevoiusly approved "Stormwater Technical Report for Michigan Road Site" which was approved for the Aria Development abd Michigan Road Retail Development for calculations on the approved master planned pond. The MLAG can be verified by the grades shown around the site on sheet Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM C040.0. The FFG is shown on several sheets within the Proposed Building as FFG = 902.25. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/6/24 3:32 PM Please revise the plans to include the 100-year overflow path and ponding with elevations as the MFPG must be a minimum of 1-foot above the local ponding. No ponding is shown in the plans; therefore, MFPG and FFE cannot be confirmed without that information. Please revise to include this information and update the MFPG and FFE accordingly. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:01 PM Please refer to updated C040.0 plan. 26 1 CrossRoad Engineers Willie Hall 4/30/24 3:24 PM Changemark Pipe Material Under Pavement Per Section 401.01 of the STSM, if the storm sewer pipe is to be placed within a road right-of-way or in an area subject to loading, the pipe and fittings shall be Class III concrete. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:01 PM Refer to adjusted pipe types on C050.0 and C050.1. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 27 1 CrossRoad Engineers Willie Hall 4/30/24 3:27 PM Changemark Pipe Cover - Str. 102 Per Section 501.01 of the STSM, there should be no less than 2.5 feet of cover along any part of the pipe from final pavement elevation or final ground surface elevation to the top of the pipe. It appears that Str. 102 does not comply. Please review and revise. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 8/7/24 2:54 PM The waiver request now has the structure numbers for the requested waivers. ---------------------------------------------------------- Reviewer Response: Willie Hall - 7/3/24 2:26 PM Please revise the waiver request to specifically label the structures which the waiver is being requested. ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 10:38 AM We are requesting a variance for this item. A letter is being sent to the City Engineer requesting the variance. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/6/24 3:55 PM Please revise the submittal to include a formal waiver letter request that states the section that is being deviated from, specific elements that are deviating from said section, specific hardships in meeting the requirements, and efforts taken to mitigate due to deviating from the requirement. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:02 PM We request a variance to follow Carmel Standards for minimum pipe slopes to meet minimum velocities, and upgrade pipes to Class V RCP when standard cover requirements cannot be met. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 28 1 CrossRoad Engineers Willie Hall 4/30/24 3:29 PM Changemark Pipe Cover - Str. 101 Per Section 501.01 of the STSM, there should be no less than 2.5 feet of cover along any part of the pipe from final pavement elevation or final ground surface elevation to the top of the pipe. It appears that Str. 101 does not comply. Please review and revise. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 8/7/24 2:54 PM The waiver request now has the structure numbers for the requested waivers. ---------------------------------------------------------- Reviewer Response: Willie Hall - 7/3/24 2:27 PM Please revise the waiver request to specifically label the structures which the waiver is being requested. ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 10:38 AM We are requesting a variance for this item. A letter is being sent to the City Engineer requesting the variance. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/6/24 3:57 PM Please revise the submittal to include a formal waiver letter request that states the section that is being deviated from, specific elements that are deviating from said section, specific hardships in meeting the requirements, and efforts taken to mitigate due to deviating from the requirement. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:02 PM We request a variance to follow Carmel Standards for minimum pipe slopes to meet minimum velocities, and upgrade pipes to Class V RCP when standard cover requirements cannot be met. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 29 1 CrossRoad Engineers Willie Hall 4/30/24 3:34 PM Changemark Minimum Pipe Size Per Section 305.02 of the STSM, the minimum diameter of all storm sewers shall be 12 inches, unless the piping is a roof drain, footing drain or sump. It appears that the "---STM---STM---" linetype is a roof drain but it is not clear. Please revise the plans to clearly identify what these storm lines are. Also, there is the same linetype at the SW corner of the building that doesn't appear to be connected to anything. Please revise to clearly identify what this pipe is and how it is connected in to the storm sewer system. C040.0 - GRADING & DRAINAGE PLAN.pdf Reviewer Response: Willie Hall - 7/3/24 2:50 PM ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 10:39 AM The STM linetype has been called out as PRIVATE ROOF DRAINS AND CLEANOUTS" on sheet C030.0 as D7 with a leader line to each. We don't typically call out the same line types on every sheet. The SW corner of the building shows the roof drain to the underground 8" PVC clean out and roof pipe run that drains to the north. We didn't add the call out to sheet C040.0. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/6/24 4:01 PM The "---STM---STM---" linetype that is located at the SW corner of the building appears to have a "D4" tag which correlates to a "Sanitary Connection Cleanout (Refer to Plumbing Plans)". The "D4" tag appears to be incorrect and this storm is still unclear as to what it is, what purpose it has and how it is connected to the storm sewer system. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:02 PM Please refer to adjusted notes on C030.0 and C040.0. Resolved 30 1 CrossRoad Engineers Willie Hall 4/30/24 3:36 PM Changemark 0.1' Drop - Str. 102 Per Section 501.03 of the STSM, a minimum drop of 0.1 foot through manholes and inlet structures is required. It appears that Str. 102 does not comply. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:02 PM Please refer to C050.0 and C050.1. (#102 does not have an incoming pipe.) Resolved 31 1 CrossRoad Engineers Willie Hall 4/30/24 3:36 PM Changemark 0.1' Drop - Str. 101 Per Section 501.03 of the STSM, a minimum drop of 0.1 foot through manholes and inlet structures is required. It appears that Str. 101 does not comply. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:02 PM Please refer to C050.0 and C050.1. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 32 1 CrossRoad Engineers Willie Hall 4/30/24 4:02 PM Changemark Detention Outfall Structure Please revise to identify which structure is the "Detention Outfall Structure" associated with this detail. If there is no "Detention Outfall Structure", then please remove from the plans. C060.0 - DETAILS.pdf Responded by: Miranda Seals - 5/30/24 4:02 PM This has been removed. Resolved 33 1 CrossRoad Engineers Willie Hall 4/30/24 4:05 PM Changemark Pipe Guard Grate Please revise the plans to identify which structure(s) are going to utilize this Pipe Guard Grate. If no structures are going to use this, then please remove from the plans. C060.1 - DETAILS.pdf Responded by: Miranda Seals - 5/30/24 4:02 PM This has been removed. Resolved 34 1 CrossRoad Engineers Willie Hall 4/30/24 4:05 PM Changemark Trench Detail for City Storm Sewers Please revise to include the "Trench Detail for City Storm Sewers" (10-31) per the City of Carmel Standard Drawings. C060.1 - DETAILS.pdf Responded by: Miranda Seals - 7/2/24 10:39 AM The detail has been added to sheet C 060.2 ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/6/24 10:12 AM Please revise to include the "Trench Detail for City Storm Sewers" (10-31) per the City of Carmel Standard Drawings. What is shown on Sheet C060.1 is Detail 10- 32. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:02 PM This has been revised. Resolved 35 1 CrossRoad Engineers Willie Hall 4/30/24 4:27 PM Changemark Sheet List Table and File Name Please review and revise the Sheet List Table to match the sheets that are included in the plan set. For example, Storm Plan and Profile and SWPPP sheets are included in this legend and are not found in the plan set. Also, please review and revise the page numbers shown on the sheet, the legend, and file name so that all page numbers match with each other. For example, the file name for the Detail Sheets are listed as C 060.1 and the plan sheet lists the sheet number as C900. Please note it appears that all file names do not match the sheet numbers listed in this legend. Please review and revise. C010.0 - TITLE SHEET.pdf Responded by: Miranda Seals - 7/2/24 10:39 AM The table has been adjusted for the latest submittal set. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/6/24 9:36 AM No sheet "C015.0 Existing Conditions" was found in the Site Drawings folder. Please review and revise. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:02 PM Please refer to adjusted table and sheet numbers. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 36 1 Planning & Zoning Rachel Keesling 5/1/24 2:45 PM Changemark Minimum 2 way drive aisle Please revise all drive aisle widths to be 25' wide, per UDO Section 5.28.G. A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:15 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:02 PM Revised. Resolved 37 1 Planning & Zoning Rachel Keesling 5/1/24 2:45 PM Changemark Drive lane width Please label the drive lane width. A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:18 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:03 PM Added. Resolved 38 1 Planning & Zoning Rachel Keesling 5/1/24 2:45 PM Changemark Building placement Is it possible to shift the building to the north a little to gain more building base landscaping area on the south face? A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:29 PM Ok. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:03 PM Due to the redesign of the entrance, shifting the building to the North would impede upon the 5' sidewalk along the drive lane. Resolved 39 1 Planning & Zoning Rachel Keesling 5/1/24 2:45 PM Changemark Area west of dumpster? What is this paved area west of the dumpster for? A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:20 PM Ok, thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:03 PM Revised Architectural Site Plan to match Civil Site Plan. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 40 1 Planning & Zoning Rachel Keesling 5/1/24 2:45 PM Changemark Label driveway width Please label the overall driveway width. A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 7/2/24 11:37 AM Thank you! ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 11:17 AM Dimension has been added. The width of the drive is 25' - 0". ---------------------------------------------------------- Reviewer Response: Rachel Keesling - 6/4/24 2:39 PM I'm sorry, I didn't see this added for the street in- between the daycare and the bank. I've measured it at 25' so it is correct, I just need it labeled on both the architectural and civil site plans please. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:03 PM Added. Resolved 41 1 Planning & Zoning Rachel Keesling 5/1/24 2:45 PM Changemark Max lot coverage Please add what the max lot coverage to this chart under the "underlying zoning" requirements and state what is proposed in the right hand column. A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:22 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:03 PM Added. Resolved 42 1 Planning & Zoning Rachel Keesling 5/1/24 2:45 PM Changemark Building height Please add the proposed building heights in addition to the requirements for a one stop shop quick check on requirements. A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:23 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:03 PM Added. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 43 1 Planning & Zoning Rachel Keesling 5/1/24 2:45 PM Changemark Setbacks Please add the actual setbacks of the building from each direction in the right hand column. A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:23 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:03 PM Added. Resolved 44 1 Planning & Zoning Rachel Keesling 5/1/24 2:45 PM Changemark Property info chart In the property info chart, please update it to be like the zoning ordinance chart above, where you state what is required and then what is proposed on the right hand side. A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:24 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:03 PM Expanded Zoning Ordinance Chart to include Property Information. Organized chart to show requirements and provided/proposed. Resolved 45 1 Planning & Zoning Rachel Keesling 5/1/24 2:45 PM Changemark Reduce parking space length A suggestion to make the 25' width for the drive aisle would be to reduce your parking space lengths to 18'. This might also get the northeast corner of the parking lot out of the 30' landscape easement. A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:24 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:03 PM Per email with Rachel Keesling on 5/28/24: The parking stalls adjacent to the sidewalk at the front of the building have been changed to 9' x 20' to accommodate a 2' bumper overhang. All other parking stalls are 9' x 18'. Resolved 46 1 Planning & Zoning Rachel Keesling 5/1/24 2:45 PM Changemark Building dimensions Please label the building's longest and widest dimensions. A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:24 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:04 PM Added. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 47 1 Planning & Zoning Rachel Keesling 5/1/24 2:46 PM Changemark Island material Will the islands be entirely concrete? A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:25 PM Thank you for clarifying. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:04 PM Only the ITM islands. Added note on A010.1 to clarify. Resolved 48 1 Planning & Zoning Rachel Keesling 5/1/24 2:46 PM Changemark Building square footage Add building square footage and minimum square footage required (2,500 sq. ft.) to this chart please. A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:25 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:04 PM Added. Resolved 49 1 Planning & Zoning Rachel Keesling 5/1/24 3:53 PM Changemark Wall sconce size The size of the wall sconce looks very small. did you consider anything larger? Does this size fixture project a lot of light? A030.0 - EXTERIOR ELEVATIONS.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:49 PM Thank you for making it larger. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:04 PM Wall sconce fixture has been revised and included in the site photometric calculations Resolved 50 1 Planning & Zoning Rachel Keesling 5/1/24 3:53 PM Changemark Utility meters Is there a screen for the utility meters? Or is the gray area just calling out where they will be placed? A030.0 - EXTERIOR ELEVATIONS.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:51 PM Ok, thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:04 PM Utility meters have moved; see sheet A010.0 and C030.0. Transformer will be screened by landscaping. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 51 1 Planning & Zoning Rachel Keesling 5/1/24 3:53 PM Changemark Wall pack height Can the wall pack light be moved lower on the facade, to be closer to the top of the door? A030.0 - EXTERIOR ELEVATIONS.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:42 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:04 PM Revised location of wall pack light to be closer to the head of the door. Resolved 52 1 Planning & Zoning Rachel Keesling 5/1/24 4:04 PM Changemark Transition of brick Can you look at another solution for transitioning the brick soldier course into the entrance tower element? Maybe frame out the entrance tower so that it has a brick that meets the soldier course on the same plane? A040.1 - EXTERIOR RENDERINGS.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:55 PM Thank you for making the revisions. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:04 PM Entrance design has been revised. Resolved 53 1 Planning & Zoning Rachel Keesling 5/1/24 4:04 PM Changemark Transition of light color on cornice In addition to modifying the transition of the brick soldier course, did you look at other ways to end the light color of the cornice? Would turning it 90 degrees and running it down like a column stand out too much? Or maybe use the lighter color brick or stone to continue the look of the column above the canopy? A040.1 - EXTERIOR RENDERINGS.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:55 PM Thank you for making the revisions. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:04 PM Entrance design has been revised. Resolved 54 1 Planning & Zoning Rachel Keesling 5/1/24 4:04 PM Changemark lights under canopy? Will there be any flush mounted lights under the canopy? A040.1 - EXTERIOR RENDERINGS.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:55 PM Ok, thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:04 PM Undecided. An updated photometric plan can be submitted if this changes. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 55 1 Planning & Zoning Rachel Keesling 5/1/24 4:04 PM Changemark ITM color Please choose a more neutral color that coordinates with the building design for the ITM. A040.1 - EXTERIOR RENDERINGS.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:55 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:05 PM Per email with Rachel Keesling on 5/2/24, it is acceptable that the ITMs will be wrapped in vinyl to match the Everwise branding color. ITMs have been updated in the renderings on A040.1 to reflect a more accurate design. Resolved 56 1 Planning & Zoning Rachel Keesling 5/1/24 4:31 PM Changemark Bike parking spaces Please show the two bicycle parking racks here. C030.0 - SITE & UTILITY PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:26 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:05 PM Revised bicycle parking. See sheet C030.0, A010.1, and the submitted cutsheet for the selected style. Resolved 57 1 Planning & Zoning Rachel Keesling 5/1/24 4:31 PM Changemark ADA spaces Will the spaces on both sides of the striped lines be ADA spaces? if so, please label them. C030.0 - SITE & UTILITY PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:26 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:05 PM Please refer to adjusted C030.0 plan and notes. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 58 1 Planning & Zoning Rachel Keesling 5/1/24 4:31 PM Changemark Crosswalk striping Please show crosswalk striping at all crosswalks on the parking lot. C030.0 - SITE & UTILITY PLAN.pdf Reviewer Response: Rachel Keesling - 7/2/24 11:40 AM Thank you! ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 11:17 AM The crosswalk has been added to the plans. ---------------------------------------------------------- Reviewer Response: Rachel Keesling - 6/4/24 2:40 PM I see this was added everywhere on the architectural plan, thank you. But it was not added across the north one way drive aisle adjacent to the steps going to Weston Pointe Drive on the Civil plan. Is there a reason it cannot be added? ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:05 PM Please refer to updated C030.0 plan. Resolved 59 1 Planning & Zoning Rachel Keesling 5/1/24 4:40 PM Changemark Max mounting height The maximum mounting height is 24'. Please reduce the height of the pole to comply. C070.0 - SITE LIGHTING.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:58 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:05 PM Please refer to updated lighting plan. Resolved 60 1 Planning & Zoning Rachel Keesling 5/1/24 4:40 PM Changemark Lighting levels to property lines Please revise the plan to show lighting levels all the way to property lines. Please do not stop over grass. C070.0 - SITE LIGHTING.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:56 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:05 PM Please refer to updated lighting plan. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 61 1 Planning & Zoning Rachel Keesling 5/1/24 4:40 PM Changemark Building mounted lights? Please include any building mounted lights into the lighting plan. C070.0 - SITE LIGHTING.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:57 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:05 PM Please refer to updated lighting plan. Resolved 62 1 Planning & Zoning Rachel Keesling 5/1/24 4:42 PM Changemark Area west of dumpster 2 Looking at the civil site plan, it shows this area as additional parking spaces and grass. Which plan is correct? A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:28 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:05 PM Revised Architectural Site Plan to match Civil Site Plan. Resolved 63 1 Planning & Zoning Rachel Keesling 5/1/24 4:42 PM Changemark ADA spaces Will the spaces on both sides of the striped area be ADA spaces? If so, please label them. A010.1 - ARCHITECTURAL SITE PLAN.pdf Reviewer Response: Rachel Keesling - 6/4/24 2:28 PM Thank you. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:06 PM Revised plans to show ADA stall markers. Resolved 64 1 Engineering Alex Jordan 5/2/24 1:28 PM Library Comment Please provide the developer's email address on the cover sheet Responded by: Miranda Seals - 5/30/24 4:06 PM Revised. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 65 1 Engineering Alex Jordan 5/2/24 1:28 PM Library Comment Please verify that there are no direct discharge areas Responded by: Miranda Seals - 7/2/24 11:15 AM Any area on the south edge of the site has been accounted for in the "Site Post-Developemnt Drainage Map of the approved Kindercare Learning Center report 3/13/2020 (page 8 of 35). ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/10/24 12:54 PM Please provide verification that there will be no direct discharge from the site or that it has been accounted for it so. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:06 PM Revised. Resolved 66 1 Engineering Alex Jordan 5/2/24 1:28 PM Library Comment Please clearly show the construction limits on all sheets with plan view (not required on profile sheets) Reviewer Response: Alex Jordan - 6/10/24 12:51 PM ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:06 PM Revised. Resolved 67 1 Engineering Alex Jordan 5/2/24 1:28 PM Library Comment Please verify that all elevations are North American Vertical Datum of 1988 (NAVD) Responded by: Miranda Seals - 7/2/24 11:15 AM The datum has been verified. It had been called out on Sheets C101.0, & C015.0. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/10/24 12:55 PM Please verify that the correct datum was used. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:06 PM Revised. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 68 1 Engineering Alex Jordan 5/2/24 1:28 PM Library Comment Please verify that the horizontal datum of topgraphic map is Indiana State Plane Coordinates, NAD83 Responded by: Miranda Seals - 7/2/24 11:15 AM The datum has been verified. The designation has been added to note on Sheet C015.0 (NAD83) in upper right corner. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/10/24 12:55 PM Please verify that the correct datum was used. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:06 PM Revised. Resolved 69 1 Engineering Alex Jordan 5/2/24 1:28 PM 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: Miranda Seals - 5/30/24 4:06 PM Revised. Resolved 70 1 Engineering Alex Jordan 5/2/24 1:28 PM 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: Miranda Seals - 5/30/24 4:06 PM Revised. Resolved 71 1 Engineering Alex Jordan 5/2/24 1:28 PM Library Comment Please show the size and location of all existing and proposed fire hydrants within the development or within 300 feet of the proposed development Responded by: Miranda Seals - 5/30/24 4:06 PM Revised. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 72 1 Engineering Alex Jordan 5/2/24 1:28 PM Library Comment Please provide all on-site and off-site flood routing through the site Responded by: Miranda Seals - 8/7/24 2:56 PM This is shown on sheet C040.3 PI Map in construction plans ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 11:16 AM The clogged conditions routing is now shown on sheet C040.2 ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/10/24 1:00 PM We were unable to locate this information on the plans. Please provide with the next submittal. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:06 PM Revised. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 73 1 Engineering Alex Jordan 5/2/24 1:28 PM Library Comment Please show the 100-year elevations of all inlets in the clogged condtions Responded by: Miranda Seals - 8/7/24 2:56 PM This is shown on sheet C040.3 PI Map in construction plans ---------------------------------------------------------- Reviewer Response: Alex Jordan - 7/5/24 10:48 AM Please provide a the elevations of the ponding areas. Please also include a legend items on C040.3 to identify what all the hatchings show represent. ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 11:16 AM The clogged conditions routing is now shown on sheet C040.2 ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/10/24 1:02 PM We were unable to locate this information on the plans. Please provide with the next submittal. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:06 PM Revised. Resolved 74 1 Engineering Alex Jordan 5/2/24 1:28 PM Library Comment Please provide the minimum flood protection grade (MFPG), minimum lowest adjacent grade (MLAG) elevations and finished floor elevation (FFE) of the building Responded by: Miranda Seals - 9/12/24 3:40 PM The pavement grade shown east of STR 201 is now 901.45, and the proposed grades around it have been lowered to drain the stormwater runoff to the same locations as before and not exceed the maximum clogged ponding elevation of 901.45. These grades have been revised on sheets C040.0, and C040.3. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 8/15/24 8:51 AM The maximum ponding area for structure 201 is still shown as 901.70 on C040.3. This should be listed as 901.45 if that is where the ponding will break in the entrance. Additionally, the MFPG on C040.0 is still listed as 898.80 which will need to be changed on the next submittal. We will grant the waiver to have the MLAG/MFPG only 0.8 feet above the ponding if these items are changed and do not result in further Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM comments. ---------------------------------------------------------- Responded by: Miranda Seals - 8/7/24 2:57 PM Weihe Engineers requests a third wavier from standards for less than 1-feet minimum above the local ponding elevation for Structure NO. 201. The top of curb for STR 201 is 901.70, but the gutter grade along the south curb face at the entrance drive is 901.45 and would then route the stormwater runoff down the entrance drive to the existing pavement of the shared drive. This still wouldn't meet the minimum 1-foot above the local ponding elevation, but it would result in an 0.8-foot local ponding elevation. We have worked with Crossroads to address all other comments regarding the local ponding elevation over structures. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 7/5/24 10:50 AM These elevations are subject to change once the ponding elevations in the 100-year clogged condition are provided. We require the MLAG and MFPG to be 1 foot above the local flood elevations, which in this case would be the ponding in the clogged event. ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 11:16 AM The MFPG can be verified by the prevoiusly approved "Stormwater Technical Report for Michigan Road Site" which was approved for the Aria Development abd Michigan Road Retail Development for calculations on the approved master planned pond. The MLAG can be verified by the grades shown around the site on sheet C040.0. The FFG is shown on several sheets within the Proposed Building as FFG = 902.25. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/10/24 1:28 PM Thank you for providing these but we will not be able to verify them until the 100-year clogged condition ponding is provided. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:06 PM Revised. Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM 75 1 Engineering Alex Jordan 5/6/24 10:08 AM Library Comment Please ensure any new drives crossing existing sidewalks or asphalt paths have been made compliant with ADA specifications Responded by: Miranda Seals - 5/30/24 4:06 PM Revised. Resolved 76 1 Engineering Alex Jordan 5/6/24 10:08 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: Miranda Seals - 5/30/24 4:06 PM Revised. Resolved 77 1 Engineering Alex Jordan 5/6/24 10:43 AM Changemark Please show the inlet protection on this sheet C020.1 - STORMWATER POLLUTION PREVENTION PLAN PHASE 2.pdf Responded by: Miranda Seals - 5/30/24 4:07 PM Please refer to revised sheet. Resolved 78 1 Engineering Alex Jordan 5/6/24 11:27 AM Changemark Please include the types and locations of the BMPs provided by the master planned development in this section C020.3 - SWPPP SPECIFICATIONS.pdf Responded by: Miranda Seals - 7/2/24 11:16 AM A note has been added to Sheet C020.3: Water quality for the proposed Everwise Carmel site will be treated off-site at the Aria Development. Water quality will be provided with three machnical water quality units sized to serve the Aria Development and the Michigan Road Retail Site which includes the Everwise Carmel site. Refer to the "Stormwater Technical Report for Michigan Road Site" which was approved for the Aria Development abd Michigan Road Retail Development for more details on the water quality units. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/10/24 1:18 PM Please include this information in the section requested in the original comment. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:07 PM Please refer to C040.0 and the Aria Apartments report (in Stormwater Technical Report) for permanent BMPs provided in the downstream area to cover this upstream development. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 79 1 Transportation Systems David Littlejohn 5/8/24 9:02 AM Changemark Required bicycle parking The architectural site plan shows bicycle parking near the entrance of the building. Revise this plan to show the bicycle parking to match that plan. Section 5.29 of the City's UDO requires a minimum of four bicycle parking spaces for general retail and office uses. Bike racks are to be an A-frame or inverted-U rack type and they are to be installed within fifty (50) feet of the main entrance of the building. Please refer to section 5.29 of the UDO for more information/details on the City's bicycle parking standards/requirements. C030.0 - SITE & UTILITY PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:07 PM Please refer to updated C030.0 plan. Resolved 80 1 Transportation Systems David Littlejohn 5/8/24 9:02 AM Changemark Bicycle rack detail Include a detail of the bicycle parking that will be used for this project to ensure that it will comply with the City's bicycle parking standards/requirements. C030.0 - SITE & UTILITY PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:07 PM Please refer to updated C030.0 plan. Also submitted cutsheet of selected style. Resolved 81 1 Transportation Systems David Littlejohn 5/8/24 11:01 AM Changemark ADA parking space number ADA standards requires parking lots with 26-50 parking spaces to provide a minimum of two ADA parking spaces. Revise the plans to include an additional ADA parking space to comply with ADA standards. The additional space can be located on the north side of the accessible aisle to provide the shortest accessible route to the entrance of the building. C030.0 - SITE & UTILITY PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:07 PM Please refer to the adjusted plan. Resolved 82 1 Transportation Systems David Littlejohn 5/8/24 12:07 PM Changemark ADA accessible route/sidewalk Please ensure that all of the ramps and crosswalks along the north side of the drive comply with ADA standards and provide an accessible route to the building and through the site. C030.0 - SITE & UTILITY PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:08 PM The Weston Pointe Drive connection to the site is by stair. It is not possible to make this ADA-accessible. However, there are two other accessible routes to the building. The sidewalks along Michigan Road, West Pointe Dr., and Redd Road are all ADA accessible. An accessible route to the main entrance and through the site is provided. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 83 1 Engineering Alex Jordan 5/8/24 2:12 PM Changemark We require a minimum of 2.5' of cover over pipes Per Section 501.01 of the Stormwater Technical Standards Manual, there should be no less that 2.5' of cover along any part of pipes. Please revise. C050.0 - STORM PLAN AND PROFILE.pdf Responded by: Miranda Seals - 7/2/24 11:16 AM We request a variance to follow Carmel Standards for minimum pipe slopes to meet minimum velocities, and up grade pipes to Class V RCP when standard cover requirements cannot be met. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/10/24 1:21 PM A waiver request letter will need to be submitted for these items to be placed on the next available BPW agenda. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:08 PM Per Comment 27 and 28 responses, we are requesting a variance for this. Info Only 84 1 Engineering Alex Jordan 5/8/24 2:12 PM Changemark It appears that there will be approximately 1' of standing water before this area will drain As currently designed, it appears that water will stand here until it reaches an elevation of 899.27. Please revisit this area and regrade to ensure there will not be any standing water. C050.0 - STORM PLAN AND PROFILE.pdf Responded by: Miranda Seals - 5/30/24 4:10 PM Please refer to adjusted sheets. Resolved 85 1 Sign Permits Aliza Shalit 5/10/24 4:07 PM Changemark Maximum Ground sign height Per UDO sign standards, maximum sign height from ground to top of sign is 6'. Please update design. A050.1 - SIGNAGE.pdf Responded by: Miranda Seals - 5/30/24 4:10 PM Revised. Resolved 86 1 Sign Permits Aliza Shalit 5/10/24 4:07 PM Changemark Ground sign Base Per UDO sign standards, monument signs must include a masonry base as wide and deep as the sign. Please update. A050.1 - SIGNAGE.pdf Responded by: Miranda Seals - 5/30/24 4:10 PM Revised design to meet UDO standards. Resolved 87 1 Sign Permits Aliza Shalit 5/10/24 4:07 PM Changemark Sign Dimensions Please include sign dimensions as outlined by green rectangle. If this full box outline lights up, it is considered as part of the sign. Maximum allowable sign size for this parcel is 35sf IF the building frontage is 51-100ft, 30 if the frontage is up to 50ft. A050.1 - SIGNAGE.pdf Responded by: Miranda Seals - 5/30/24 4:10 PM Included all signage dimensions and area calculations on sheets A030.0 and A050.1 Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 88 1 Sign Permits Aliza Shalit 5/10/24 4:07 PM Changemark Incidental directional Maximum height for incidental directional signs is 3ft. Please reduce height. A050.1 - SIGNAGE.pdf Responded by: Miranda Seals - 5/30/24 4:10 PM Revised. Resolved 89 1 Sign Permits Aliza Shalit 5/10/24 4:07 PM Changemark Incidental sign area Maximum sign area for incidental signs is 3sf. Please provide measurements of signage area. A050.1 - SIGNAGE.pdf Responded by: Miranda Seals - 5/30/24 4:10 PM Revised and provided dimensions of all incidental direction signs and signage area calculations on sheet A050.1 Resolved 90 1 Sign Permits Aliza Shalit 5/10/24 4:08 PM Changemark South facade sign This building does not have a street frontage on the south end. Signs are only allowed on a public street frontage. Please remove. A030.0 - EXTERIOR ELEVATIONS.pdf Responded by: Miranda Seals - 5/30/24 4:11 PM Elevations were mislabled. Wall signs will be on North and East facades. Elevation names have been revised. Resolved 91 1 Sign Permits Aliza Shalit 5/10/24 4:08 PM Changemark Maximum sign size Maximum sign size is calculated as 70% of spandrel height x 85% of spandrel width. Please provide dimensions of green outline and make sure proposed sign is within the allowed sign size percentages mentioned allowed per UDO sign standards. A030.0 - EXTERIOR ELEVATIONS.pdf Reviewer Response: Aliza Shalit - 7/18/24 2:30 PM Thank you, sign will be reviewed again during the permitting process. ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 11:17 AM Sign size has been reduced. Signage calculations on A030.0 and A050.0 have been updated. ---------------------------------------------------------- Reviewer Response: Aliza Shalit - 6/13/24 3:16 PM See note regarding the spandrel panel. The design updated has reduced the size of the spandrel panel due to the addition of the soldier course. ---------------------------------------------------------- Responded by: Miranda Seals - 5/30/24 4:11 PM Provided signage area calculations on sheets A 030.0 and A050.0 Info Only Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 92 1 Sign Permits Aliza Shalit 5/10/24 4:08 PM Changemark Sign size Sign size is calculated by drawing a rectangle around ALL elements of the size (including tag lines and logos) and calculating the area of the resulting outline. A030.0 - EXTERIOR ELEVATIONS.pdf Info Only 93 1 Sign Permits Aliza Shalit 5/10/24 4:08 PM Changemark Ground Sign Ground sign must be located at a minimum of 5' off the Right of Way (easement). Please provide measurements. A010.1 - ARCHITECTURAL SITE PLAN.pdf Responded by: Miranda Seals - 5/30/24 4:11 PM Revised location and provided dimension on sheet A010.1 Resolved 94 1 Sign Permits Aliza Shalit 5/10/24 4:09 PM Comment All Signs require a separate and individual sign permit application and review process. Please apply using our online permitting site when ready. Info Only 95 2 CrossRoad Engineers Willie Hall 6/6/24 9:30 AM Changemark Structure Type Per Section 102.02.vii of the STSM, please revise to include the structure type of all structures. C050.0 - STORM PLAN AND PROFILE.pdf Responded by: Miranda Seals - 7/2/24 10:39 AM The structure type has been expanded in the plan and profiles, and is shown on the Storm Sewer Structure Table shown on sheet C050.1. Resolved 96 2 CrossRoad Engineers Willie Hall 6/6/24 9:30 AM Changemark Electric Utility Crossing Per Section 102.02.vii of the STSM, please revise the profile to show this electric utility crossing. Please include size, material, and elevation of said crossing. C050.0 - STORM PLAN AND PROFILE.pdf Responded by: Miranda Seals - 8/7/24 2:55 PM The proposed electrical conduit elvation has been added to the sheet. ---------------------------------------------------------- Reviewer Response: Willie Hall - 7/3/24 2:58 PM Please revise to label the elevation of the electric utility crossing. ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 10:39 AM The utility crossings have been added in the plan and profile sheets. Resolved 97 2 CrossRoad Engineers Willie Hall 6/6/24 9:30 AM Changemark Sanitary Size Discrepancy The profile view indicates this sanitary as a 6" diameter; however, the plan view above indicates this sanitary as an 8" diameter. Please review and revise accordingly. C050.0 - STORM PLAN AND PROFILE.pdf Responded by: Miranda Seals - 7/2/24 10:40 AM The sanitary crossing has been revised to reflect the revised location on the plan and profile sheet. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 98 2 CrossRoad Engineers Willie Hall 6/6/24 9:30 AM Changemark Structure Type Per Section 102.02.vii of the STSM, please revise to include the structure type of all structures. C050.1 - STORM PLAN AND PROFILE.pdf Responded by: Miranda Seals - 7/2/24 11:11 AM The structure type has been expanded in the plan and profiles, and is shown on the Storm Sewer Structure Table shown on sheet C050.1 Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 99 2 CrossRoad Engineers Willie Hall 6/6/24 4:37 PM Changemark Post-Developed Watershed Map Per Section 102.03.i.b.i of the STSM, please revise to include a post- developed watershed map that labels the area, time of concentration and curve number. PZ-2024-00062-DP-ADLS EVERWISE CU - Stormwater Technical Report.pdf Responded by: Miranda Seals - 9/12/24 3:40 PM The drawing (Fig 2.2) in the Stormwater Technical Report has been updated with the requested information. The narrative has also been updated in the report with Table 1.1 now calling out page numbers of the information provided in the report that substantiates the table /report information. Those pages also have been highlighted with this information. ---------------------------------------------------------- Reviewer Response: Willie Hall - 8/16/24 3:24 PM Please revise the Proposed Drainage Area Map (Figure 2.2) to label the time of concentration and curve number for the total watershed, similar to what is shown on the Existing Drainage Area Map (Figure 2.1). Per the Proposed Curve Number Calculations worksheet, the curve number is 92.63. Per Table 1.1 located in the Post- Developed Conditions Section, the time of concentration is 7.46 minutes; however, no calculations were found that substantiate the Tc of 7.46 minutes. Please review and revise the report to include the necessary Tc calculations. ---------------------------------------------------------- Responded by: Miranda Seals - 8/7/24 2:55 PM They are showen on Figure 3.1 of the Proposed Storm Sewer Basin Map in the Stormwater Technical Report. ---------------------------------------------------------- Reviewer Response: Willie Hall - 7/3/24 3:05 PM Please revise the "Proposed Drainage Area" map to list the time of concentration and curve number for the total watershed area. ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 11:14 AM Refer to Figure 3.1 in report. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 100 2 CrossRoad Engineers Willie Hall 6/6/24 4:37 PM Changemark Post-Developed Curve Number Calculation Per Section 102.03.i.b.iv of the STSM, please revise to include post-developed curve number calculations to show compliance with the master planned Curve number of 92.8. PZ-2024-00062-DP-ADLS EVERWISE CU - Stormwater Technical Report.pdf Responded by: Miranda Seals - 8/7/24 2:55 PM The Proposed Curve Numbers Calculations worksheet has a post-developed curve number of 89.25, and the master planned curve number was 92.80. This is less than the master planned number and complies with Section i. b. iv of the STSM ---------------------------------------------------------- Reviewer Response: Willie Hall - 7/3/24 3:14 PM Per the "Proposed Curve Number Calculations" worksheet, the post-developed curve number is shown as 93.08, which exceeds the master planned curve number of 92.80. Please revise so that the post- developed curve number is equal to or less than the master planned curve number of 92.80. ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 11:14 AM Refer to Section 4 of report. Resolved 101 2 CrossRoad Engineers Willie Hall 6/6/24 4:37 PM Changemark Storm Sewer Basin Map Per Section 102.03.i.d.i of the STSM, please revise to include a storm sewer basin map that labels the area, time of concentration and runoff curve number for each basin. PZ-2024-00062-DP-ADLS EVERWISE CU - Stormwater Technical Report.pdf Responded by: Miranda Seals - 7/2/24 11:14 AM Refer to Figure 3.1 in report. Resolved 102 2 CrossRoad Engineers Willie Hall 6/6/24 4:37 PM Changemark Str. 101 to 100 Pipe Capacity Per Section 305.02 of the STSM, all storm sewers, inlets, catch basins, and street gutters shall accommodate (subject to the Ã?Â¢Ã?â?¬Ã?Å?allowable spreadÃ?Â¢Ã?â?¬Ã?Â provisions discussed later in this Section), as a minimum, peak runoff from a 10-year return frequency storm calculated based on methodology described in Section 201.02. It appears that Str. 101 to 100 does not have the required capacity. Please review and revise. PZ-2024-00062-DP-ADLS EVERWISE CU - Stormwater Technical Report.pdf Responded by: Miranda Seals - 7/2/24 11:14 AM The drainage area going to STR 101 has been reduced, and STR 201 was added to collect the reduced area from STR 101. The new pipe runs all are within pipe capacity. Refer to "Rational Method 10-Year Pipe Sizing Calculations in Section 4 of the report. Resolved 103 2 CrossRoad Engineers Willie Hall 6/6/24 4:39 PM Changemark Inlet Grate Design Per Section 102.03.i.d.ii and 305.05 of the STSM, please revise to include inlet grate design calculations to show that the inlets are sized to convey the 10- year storm at a 50% clogged condition. PZ-2024-00062-DP-ADLS EVERWISE CU - Stormwater Technical Report.pdf Responded by: Miranda Seals - 7/2/24 11:14 AM Refer to the Street Inlet Capacity calcuations in Section 4 of the report Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 104 2 CrossRoad Engineers Willie Hall 6/6/24 4:40 PM Changemark Runoff Coefficient Calculations Per Section 102.03.i.d.vi of the STSM, please revise to include runoff coefficient calculations. PZ-2024-00062-DP-ADLS EVERWISE CU - Stormwater Technical Report.pdf Responded by: Miranda Seals - 8/7/24 2:55 PM The individual runoff coefficients and inlet capcity calculations for storm sewer basins are included in the report. ---------------------------------------------------------- Reviewer Response: Willie Hall - 7/3/24 3:31 PM Please revise to include runoff coefficient calculations for each individual storm sewer basin to show how the runoff coefficients used in storm sewer and inlet capacity calculations were derived. ---------------------------------------------------------- Responded by: Miranda Seals - 7/2/24 11:14 AM The item has been added to the report. Resolved 105 2 CrossRoad Engineers Willie Hall 6/10/24 10:23 AM Changemark Manning's 'n' Value Per Table 303.02 of the STSM, concrete has a Manning's 'n' value of 0.013. Please review and revise. PZ-2024-00062-DP-ADLS EVERWISE CU - Stormwater Technical Report.pdf Responded by: Miranda Seals - 7/2/24 11:14 AM The item has been addressed in the report. Resolved 106 2 Sign Permits Aliza Shalit 6/13/24 3:36 PM Changemark Spandrel panel Spandrel panel is defined by the architectural details around it. The Soldier Course is not part of the spandrel panel. Please provide updated measurements for the area outlined in green. This applies to both spandrel panels. A030.0 - EXTERIOR ELEVATIONS.pdf Responded by: Miranda Seals - 7/2/24 11:18 AM Sign size has been reduced. Signage calculations on A030.0 and A050.0 have been updated. Resolved 107 2 Sign Permits Aliza Shalit 6/13/24 3:36 PM Changemark Sign Sign may not obscure architectural details (soldier course), please fit within spandrel panel as outlined in green and reduce size to allowable sign size within the 70% of spandrel panel height x 86% of spandrel width size limits (per UDO sign standards). This applies to both wall signs. A030.0 - EXTERIOR ELEVATIONS.pdf Responded by: Miranda Seals - 7/2/24 11:18 AM Sign size has been reduced. Signage calculations on A030.0 and A050.0 have been updated. Resolved 108 2 Sign Permits Aliza Shalit 6/13/24 3:38 PM Changemark Sign size Please provide sign sizes as outlined (height and width of green rectangles). A050.0 - ITM ELEVATIONS.pdf Responded by: Miranda Seals - 7/2/24 11:18 AM Dimensions and area calculations have been added to this sheet. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 109 3 TriCo Regional Sewer Utility Ryan Hartman 7/3/24 7:21 AM Comment Minor plan comments sent to Weihe on 7/3/2024. Responded by: Miranda Seals - 8/7/24 2:57 PM They were addressed since the last comments sent in on 7/3/2024. Resolved 110 3 CrossRoad Engineers Willie Hall 7/3/24 2:52 PM Changemark Trench Drain Connection to RCP Per Section 501.03 of the STSM, a structure is required when the pipe size or material changes and where a change in horizontal alignment occurs. Please revise to include a structure where the material and pipe alignment changes where the trench drain connects to the RCP. C040.0 - GRADING & DRAINAGE PLAN.pdf Responded by: Miranda Seals - 8/7/24 2:55 PM STR 103 was added to provide a connect from the trench drain pipe through to STR 100. It is a solid Lid storm structure to comply with Section 501.03 of the STSM. Resolved 111 3 CrossRoad Engineers Willie Hall 7/3/24 2:53 PM Changemark Roof Drain Tag It does not appear that this tag is needed anymore as the roof drain layout has been revised to drain to the north. Please review and revise accordingly. C030.0 - SITE & UTILITY PLAN.pdf Responded by: Miranda Seals - 8/7/24 2:56 PM The roof drains come down at the 4 corners of the proposed building. The roof drains are shown correctly on the construction plan sheets. The south building roof drain now drains to new structure STR103 so STR 101 won't have too many pipes through structure wall. Resolved 112 3 CrossRoad Engineers Willie Hall 7/3/24 3:35 PM Changemark Label Structure Number Please revise to specifically include the Structure Number the waiver is being requested for. PZ-2024-00062-DP-ADLS EVERWISE CU - Waiver Request.pdf Responded by: Miranda Seals - 8/7/24 2:56 PM The structure numbers have been added to the revised waiver Request. Resolved 113 3 CrossRoad Engineers Willie Hall 7/3/24 3:35 PM Changemark Label Structure Number (2) Please revise to specifically include the Structure Number the waiver is being requested for. PZ-2024-00062-DP-ADLS EVERWISE CU - Waiver Request.pdf Responded by: Miranda Seals - 8/7/24 2:56 PM The structure numbers have been added to the revised waiver Request. Resolved 114 3 CrossRoad Engineers Willie Hall 7/3/24 3:40 PM Changemark Allowable Release Rate Waiver This request is not necessary so long as the project site meets the master planned curve number. Please remove. PZ-2024-00062-DP-ADLS EVERWISE CU - Waiver Request.pdf Responded by: Miranda Seals - 8/7/24 2:56 PM The planned curve number is under the master planned curve number. It has been removed from the request. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00062 DP ADLS - Everwise Credit Union Workflow Started: 4/18/2024 10:56:11 AM Report Generated: 01/31/2025 10:25 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 115 3 CrossRoad Engineers Willie Hall 7/3/24 3:47 PM Changemark Proposed Storm? There appears to be another proposed storm line just south of the sidewalk but no information on this pipe is included in the plans or drainage report. Please provide information on what the function of this pipe, size, material, slope, elevation, and include the necessary calculations and revisions to the drainage report. C030.0 - SITE & UTILITY PLAN.pdf Responded by: Miranda Seals - 8/7/24 2:56 PM Refer to number 111 of this comment spread sheet. It now goes to new STR 103. Resolved 116 3 CrossRoad Engineers Willie Hall 7/3/24 3:50 PM Changemark Connection to Manhole Please revise to include a detail showing how this manhole is to accept all of the proposed pipes. As shown, there will be a pipe on the north side, an existing pipe on the south side, and two pipes entering on the east side. There are constructability concerns for this structure with two pipes entering the east side. C030.0 - SITE & UTILITY PLAN.pdf Responded by: Miranda Seals - 8/7/24 2:56 PM Refer to above response. Resolved 117 3 CrossRoad Engineers Willie Hall 7/3/24 4:04 PM Changemark Roof Drains South Side of Building Please revise to clearly show how the roof drains on the south side of the building are to be connected to the storm sewer system. Per the drainage report, it appears that they connect in to the trench drain or in to 100 to the west. C030.0 - SITE & UTILITY PLAN.pdf Responded by: Miranda Seals - 8/7/24 2:56 PM They are now shown connecting to new STR 103. Resolved 118 4 TriCo Regional Sewer Utility Ryan Hartman 8/12/24 3:30 PM Comment TriCo will issue a permit prior to obtaining your building permit. Info Only 119 4 Engineering Alex Jordan 8/15/24 9:52 AM Comment Please have a stormwater engineers estimate provided with the next submittal. This will need to list all temporary and permanent erosion control measures. Info Only 120 5 Engineering Alex Jordan 9/18/24 8:27 AM Comment We have no further comments on the plans. Before we can issue a stormwater management permit, the following items will need to be provided: 1. A non-expiring stormwater performance bond for 100% of the approved estimate 2. A right-of-way permit and $5,000 license and permit bond. This can be applied for here: https://cw.carmel.in.gov/PublicAccess/login Info Only 121 5 Carmel Water Operations Steve Cook 9/30/24 8:34 AM Comment the connection to existing water main needs to be a wet tap the water meter needs to be an inside set there will need to be a valve on the service line Info Only