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Home My WebLink AboutCorrespondencePlan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 1 1 Urban Forestry Daren Mindham 5/2/24 12:50 PM Comment I have uploaded to the correspondence folder all the existing site wide landscape plans, in addition to the stamped approved landscape plans for this project added to the approved folder. Info Only 2 1 Planning & Zoning Angie Conn 5/3/24 9:37 AM Comment Thank you for paying the $420.50 TAC application filing fee. Info Only 3 1 Planning & Zoning Angie Conn 5/3/24 9:39 AM Comment There is concern about the "dink" noise related to use of the outdoor pickleball courts; noise mitigation is needed - please provide info on how this will be accomplished. Responded by: Benjamin Houle - 6/19/24 11:50 AM The pickleball courts are located over 200’ from the property line. There is a heavily wooded fence line at the property line, and a dense buffer planted along The property line when the parking lot was installed. There are 2 bays (4 rows) of parking between the buffer and the courts, and we’re planting 2 additional trees adjacent to the courts. We believe these mitigations are over and above issues detailed in the studies that we have researched. Additional shrubs or sound mitigation efforts will provide minimal if any sound impacts. Resolved REVIEW COMMENTS Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 4 1 Planning & Zoning Angie Conn 5/3/24 9:40 AM Comment Please extend the sidewalk that is located adjacent to the parking lot and pantry building, out the the Hazel Dell Pkwy path, for bike and pedestrian connectivity. Responded by: Benjamin Houle - 7/9/24 9:39 PM Along with the drastic elevation change from the road and the existing accessible route to/from the path, the Church has some pretty severe concerns from a security standpoint and does not wish to direct the public essentially through a 'back door' area that would not be often traveled or monitored. While the court would be open to the community, it is not meant to be a public park and users should have to at least go through the front entry drive to get there. ---------------------------------------------------------- Reviewer Response: Angie Conn - 6/21/24 3:49 PM I will need to consult with the Planning Director about this, because a path connection was installed with the parking lot to the north, so why should a path connection not also be required for the parking lot and buildings to the south? (Especially since this area is also meant to be accessible by the public.) Please stay tuned. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:52 AM The site meets the requirements for connectivity and accessibility for connection to that trail at the main entry. The area in question is challenging from a grading standpoint and not as heavily trafficked as the main entry and could present security issues. For these reasons, the Owner respectfully requests to utilize the existing connection. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 5 1 Planning & Zoning Angie Conn 5/3/24 9:41 AM Comment Please provide the bicycle parking location and design details. (See UDO section 5.29 for the bike parking standards). Please continue to work with David Littlejohn to get this addressed. Responded by: Benjamin Houle - 7/9/24 9:40 PM The bike rack is shown, although it looks like just a line. It is on the blow-up of the south entry to the Food Bank and is labeled with a key note. ---------------------------------------------------------- Reviewer Response: Angie Conn - 6/21/24 3:54 PM I see the bike rack label in the Legend, but I do not see where the bike rack is on sheet L100 - please clarify. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:54 AM A covered bicycle rack has been added (see sheet L 100) for the proposed buildings. The existing facility has compliant bicycle parking on the front of the main building. Resolved 6 1 Planning & Zoning Angie Conn 5/3/24 9:42 AM Comment Please provide any traffic directional or exterior signage details, if there will be any. Please continue to work with Aliza Shalit to get this addressed. Responded by: Benjamin Houle - 6/19/24 11:54 AM Signage is not included at this point and will be permitted separately if any is requested. Resolved 7 1 Planning & Zoning Angie Conn 5/3/24 9:42 AM Comment Exterior light fixture design details needed. 90 degree cutoff and downlighting design is preferred. Responded by: Benjamin Houle - 6/19/24 11:55 AM Lighting and shop drawings have been included within the resubmittal documents. Resolved 8 1 Planning & Zoning Angie Conn 5/3/24 9:42 AM Comment Please label the directionals on the exterior architectural building elevations - north/south/east/west. Responded by: Benjamin Houle - 6/19/24 11:55 AM This has been updated. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 9 1 Planning & Zoning Angie Conn 5/3/24 9:43 AM Comment Any way to 'beef up' the wooden posts that are holding up the porch roof? Responded by: Benjamin Houle - 7/9/24 9:41 PM The wooded posts are now shown as being wrapped to give them more heft. See updated architectural plans. ---------------------------------------------------------- Reviewer Response: Angie Conn - 6/21/24 4:00 PM Okay, thanks. I will keep this comment active. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 12:02 PM This is being reviewed with the PEMB company. We will likely be able to provide something a little more stout! Resolved 10 1 Planning & Zoning Angie Conn 5/3/24 9:43 AM Comment Please label the proposed exterior building & roof materials on the exterior architectural building elevations. Responded by: Benjamin Houle - 7/9/24 9:41 PM Please reference the updated elevation drawing showing representation of the actual plantings to be installed. As there is no access or windows, these plants will block any view of the area in question with or without the additional wainscoting. ---------------------------------------------------------- Reviewer Response: Angie Conn - 6/21/24 3:59 PM If possible, please extend the brick wainscot along the entire south elevation. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 12:03 PM This has been added. Resolved 11 1 Planning & Zoning Angie Conn 5/3/24 9:43 AM Comment Why is there a gravel area proposed just east of the pantry building? Is it related to drainage and stormwater quality? Responded by: Benjamin Houle - 6/19/24 12:03 PM This gravel area has been removed. Resolved 12 1 Planning & Zoning Angie Conn 5/3/24 9:43 AM Comment Will the basketball court / pickleball area be lit for night time use? And, if so, please provide the lighting details. Responded by: Benjamin Houle - 6/19/24 12:03 PM Please reference attached drawings and shop drawings. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 13 1 Planning & Zoning Angie Conn 5/3/24 9:44 AM Comment HVAC location and screening details needed, please. Responded by: Benjamin Houle - 6/19/24 12:04 PM A wooden privacy fence has been added with the location of the HVAC. Resolved 14 1 Planning & Zoning Angie Conn 5/3/24 9:51 AM Changemark building height The proposed building height is in compliance. Venture Food Pantry - Floor Plans & Elevations.pdf Resolved 15 1 CrossRoad Engineers Willie Hall 5/7/24 11:00 AM Comment Plan Sets Please clarify the difference between the civil sets as they appear to be near identical. Please combine into one comprehensive set if possible. Responded by: Benjamin Houle - 6/19/24 11:09 AM Updated single civil set should now be the only one to review. Resolved 16 1 CrossRoad Engineers Willie Hall 5/7/24 11:38 AM Changemark 102.02.v.a Please include contour labels. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:08 AM Contour labels have been added to all grading plans. Resolved 17 1 CrossRoad Engineers Willie Hall 5/7/24 11:38 AM Changemark 102.02.v.b Please identify and include critical storm elevations for dry detention basins on site. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:09 AM Sheet C300-A has been added with the critical elevations included. Resolved 18 1 CrossRoad Engineers Willie Hall 5/7/24 11:38 AM Changemark 102.02.v.d. Existing Project Site Layout shall include one hundred (100) year floodplains, floodway fringes, and floodways, established or identified in accordance with the City of Carmel Flood Hazard Area Ordinance. Please note if none exists. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:10 AM A note has been added - none exists on site. Resolved 19 1 CrossRoad Engineers Willie Hall 5/7/24 11:38 AM Changemark 102.02.v.f Existing Project Site Layout shall include the location of storm, sanitary, combined sewer, and septic tank systems and outfalls with all top of casting elevation, invert elevations, pipe sizes, and pipe material indicated. Existing structure and pipe information shall be as-built information and not design information. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:12 AM Known existing information has been added. Additionally, an overall sheet has been added (C300-A) to show additional existing information. The inverts and pipes are per prior information as provided by the Owner and Carmel. Per the areas with an updated field survey, they appear to be as-built data. Resolved 20 1 CrossRoad Engineers Willie Hall 5/7/24 11:38 AM Changemark 102.02.v.g Existing Project Site Layout shall include the identification and delineation of sensitive areas. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:12 AM No sensitive areas on site. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 21 1 CrossRoad Engineers Willie Hall 5/7/24 11:38 AM Changemark 102.02.v.j Please note and label any legal drains, if any exist. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:13 AM No legal drains are on site. Resolved 22 1 CrossRoad Engineers Willie Hall 5/7/24 11:38 AM Changemark 102.02.vii Please include Plan and Profile Sheets for the proposed storm sewer. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:13 AM Plan and Profiles have been added for the two short sections of storm pipe on Sheet C301. Resolved 23 1 CrossRoad Engineers Willie Hall 5/7/24 11:38 AM Changemark 102.02.xi the grading and drainage plan shall include existing drainage facilities, including size, material, invert elevations and top casting information. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:14 AM Known existing information has been added. Additionally, an overall sheet has been added (C300-A) to show additional existing information. The inverts and pipes are per prior information as provided by the Owner and Carmel. Per the areas with an updated field survey, they appear to be as-built data. Resolved 24 1 CrossRoad Engineers Willie Hall 5/7/24 11:38 AM Changemark 102.02.xi.d the grading and drainage plan shall include the delineation of all proposed land disturbing activities, including off-site activities that will provide services to the project site. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:15 AM The construction limits line has been added to Sheets C300 and C400. Resolved 25 1 CrossRoad Engineers Willie Hall 5/7/24 11:38 AM Changemark 102.02.xi.h the grading and drainage plan shall indicate as to the system being public or private. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:16 AM The system is Private and a label as such has been added. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 26 1 CrossRoad Engineers Willie Hall 5/7/24 11:38 AM Changemark 102.02.xi.j The grading and drainage plan shall include the location, size, and dimensions of features such as permanent retention or detention facilities, including natural or constructed wetlands, used for the purpose of stormwater management. Include existing retention or detention facilities that will be maintained, enlarged, or otherwise altered and new ponds or basins to be built, critical pond elevations, pond bottom elevation, top bank elevation, spillway location and elevation, and transverse slopes of dry detention areas. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 7/9/24 10:53 AM An access easement has been added to the plans and is being prepared with the BMP easement for recording. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/27/24 2:03 PM Unless approved otherwise by Engineering, a 20' access easement to public R/W will need to be provided to the drainage/BMP easement per Section 700 of the STSM. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:17 AM Critical elevations of existing systems have been added to C300A. A proposed drainage easement has been included for the water quality infiltration trench as proposed. No existing water quality or detention areas on site are being modified. Resolved 27 1 CrossRoad Engineers Willie Hall 5/7/24 11:39 AM Changemark 102.02.xi.k & 303.07 The grading and drainage plan shall include the emergency flood routing path(s) and their invert elevations from detention facilities to the receiving system. Venture Food Pantry Civil and LA.pdf Reviewer Response: Willie Hall - 7/23/24 2:48 PM Comment resolved with the condition that the owner assumes all responsibility for any potential flood damage due to existing or proposed conditions. ---------------------------------------------------------- Responded by: Benjamin Houle - 7/9/24 4:08 PM Emergency Flood Routing have not changed from the existing condition. No inlets are proposed with the new development and all flood relief comes through open culverts into the existing water quality swale and detention basin. Arrows have been added to show routing in the case of an extreme event. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/27/24 1:06 PM please include ponding limits and overflow inverts. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:18 AM Emergency Flood Routing Path has been added to C300A Info Only Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 28 1 CrossRoad Engineers Willie Hall 5/7/24 11:40 AM Changemark 102.02.xi.m. the grading and drainage plan shall 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. If conforming to an existing master plan, please also include comparison of proposed CN to master planned CN for the subject watershed. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 7/9/24 10:58 AM A drainage summary has been added. The summary includes information on the area being disturbed as well as the overall site. As we designed to the prior master plan, the detention volume and overall pre- and post rates were not modeled. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/27/24 1:09 PM Summary not found ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:20 AM C300 now has a summary section with information on the existing allowable rates. Additionally, information on the proposed vs. master plan CN is also included. Resolved 29 1 CrossRoad Engineers Willie Hall 5/7/24 11:41 AM Changemark 102.02.xi.p the grading and drainage plan shall include the definition of minimum flood protection grade in accordance with this manual. Venture Food Pantry Civil and LA.pdf Reviewer Response: Willie Hall - 7/23/24 2:48 PM Comment resolved with the condition that the owner assumes all responsibility for any potential flood damage due to existing or proposed conditions. ---------------------------------------------------------- Responded by: Benjamin Houle - 7/9/24 8:16 PM The lowest adjacent grade from the existing condition for overflow has been added and it is 1' below the existing FFE and 1.1' below the proposed building FFE. The detention elevation as set by the prior design which is approximately 4.5' below the FFEs. The MFPG has been added to the building FFE on C300A. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/27/24 1:09 PM MFPGs shall be 2' above detention overflow elevation or 1' above local ponding elevations, whichever is greater. Please revise based on local ponding limits, if applicable. Each building can have its own MFPG. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:22 AM Included on C300A Info Only Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 30 1 CrossRoad Engineers Willie Hall 5/7/24 11:41 AM Changemark 102.02.xi.q & r the grading and drainage plan shall include drainage arrows indicating all surface drainage, swales and on each side of every break in swale slopes. The plan shall include the labeling the slopes of all surface drainage swales. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:22 AM Included on C300 and C300A Resolved 31 1 CrossRoad Engineers Willie Hall 5/7/24 11:42 AM 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. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:23 AM Drainage arrows have been added. We have one proposed swale (with underdrain), one existing swale we are outflowing into, and several areas of sheet runoff and shallow concentrated flow. Resolved 32 1 CrossRoad Engineers Willie Hall 5/7/24 1:55 PM Changemark 102.03.i.b The drainage report does not appear to include a proposed watershed map. Please include. Venture Food Pantry - Drainage.pdf Responded by: Benjamin Houle - 6/19/24 11:23 AM The drainage report has been updated. Resolved 33 1 CrossRoad Engineers Willie Hall 5/7/24 1:55 PM Changemark 102.03.i.b.i Please provide CN calculations for the proposed condition to verify proposed CN meets the master planned 78. If the proposed site conditions do not meet the master planned CN, additional detention may need to be provided. Venture Food Pantry - Drainage.pdf Responded by: Benjamin Houle - 6/19/24 11:23 AM These calculations are included within the revised drainage report and reported on the drainage summary on C300. Resolved 34 1 CrossRoad Engineers Willie Hall 5/7/24 1:55 PM Changemark 201.03 Please provide proposed CN calculations. 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). Venture Food Pantry - Drainage.pdf Responded by: Benjamin Houle - 6/19/24 11:24 AM Within the drainage report, calculations are shown including the area moved from one hydrologic soil group to another - with the exception of impervious which stays the same number regardless of group. Resolved 35 1 CrossRoad Engineers Willie Hall 5/7/24 2:04 PM Changemark 102.03 Please include existing dry detention pond critical storm elevations. Venture Food Pantry - Drainage.pdf Responded by: Benjamin Houle - 7/9/24 8:29 PM Included on C300A. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:25 AM Included on C300 Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 36 1 CrossRoad Engineers Willie Hall 5/7/24 2:06 PM Changemark 305.02 Please provide HGL calculations. Venture Food Pantry - Drainage.pdf Responded by: Benjamin Houle - 7/9/24 8:33 PM These are now shown on the profiles as well as listed in the drainage report. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/27/24 2:07 PM HGLs do not appear on C301. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:25 AM These are now included within the storm calculations sheet ion the Drainage Report and shown on the plan and profile on Sheet C301 Resolved 37 1 CrossRoad Engineers Willie Hall 5/7/24 2:06 PM Changemark 305.05 Casting elevations of all inlets shall be such that the 100-year elevation of the detention facilities, backing into the pipe system stays below the grate elevation and remains within the limits of the property in yard and swale areas. Please confirm. Venture Food Pantry - Drainage.pdf Responded by: Benjamin Houle - 6/19/24 11:26 AM There are no proposed inlets or castings with this issue. Resolved 38 1 CrossRoad Engineers Willie Hall 5/7/24 2:09 PM Changemark 305.05 The inlet grate opening provided shall be adequate to pass the design 10- year flow with 50% of the sag inlet areas clogged. Please confirm that this represents grates as 50% clogged. Venture Food Pantry - Drainage.pdf Responded by: Benjamin Houle - 6/19/24 11:27 AM There are no proposed inlets or castings with this issue. Resolved 39 1 CrossRoad Engineers Willie Hall 5/7/24 2:16 PM Changemark 104.01.1 & 303.05.7 All swales shall be installed with a subsurface drain. Minimum swale slopes are 1.0%, unless designed to act as a stormwater quality BMP. All flow shall be confined to the specific easements associated with each rear and side lot swale that are part of the minor drainage system. Unless designed to act as a stormwater quality BMP, swales shall have tile underdrains to dry the swales. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 7/9/24 8:34 PM This is shown on C300 with a line item in the legend and detail on sheet C700. We have added a callout as well. ---------------------------------------------------------- Reviewer Response: Willie Hall - 6/27/24 2:09 PM There does not appear to be an underdrain included with the new swale. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:27 AM There is one constructed swale on site and calculations are included within the drainage report. The swale is set at 1% with an underdrain. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 40 1 CrossRoad Engineers Willie Hall 5/7/24 2:21 PM Changemark 302.06.6 Debris Guard designed in accordance with Hamilton County Surveyorâ??s Office Standard Detail D-12 shall be provided for any pipe or opening, and the detail of such shall be included in the construction plan details. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:28 AM Debris guards have been called out and the detail has been added. Resolved 41 1 CrossRoad Engineers Willie Hall 5/7/24 2:27 PM Changemark 701.04 Water Quality Curve Number shall be determined utilizing formula in section 701.04 or Exhibit 701-1 Venture Food Pantry - Drainage.pdf Responded by: Benjamin Houle - 6/19/24 11:29 AM CNwq calculations have been added within the drainage report. Resolved 42 1 CrossRoad Engineers Willie Hall 5/7/24 2:28 PM Changemark 701 Please revise based on updated WQ CNs. Venture Food Pantry - Drainage.pdf Responded by: Benjamin Houle - 6/19/24 11:29 AM CNwq calculations have been added within the drainage report. Resolved 43 1 CrossRoad Engineers Willie Hall 5/7/24 2:46 PM Changemark 303.02 Please provide swale capacity calculations. Venture Food Pantry - Drainage.pdf Responded by: Benjamin Houle - 6/19/24 11:29 AM Swale capacity calculation has been included within the stormwater calculation section of the drainage report. Resolved 44 1 Fire Carmel Fire 5/8/24 10:14 AM Comment 507.5.1 Where required. Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 400 feet (122 m) from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided. A fire hydrant shall be located with in 400 ft. of the proposed structure as measured along the approved asphalt fire department access road for responding fire apparatus. If this requirement is not currently met a fire hydrant shall be installed to meet this rule. Responded by: Benjamin Houle - 7/9/24 9:38 PM A new private hydrant has been added on sheet C 500. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:45 AM A hydrant has been added to the utility plan. Resolved 45 1 Engineering Alex Jordan 5/15/24 9:36 AM Changemark Please include the City's owner acknowledgement agreement in the O&M I have uploaded this form to the drainage documents folder on ProjectDox for you to access. Venture Food Pantry - O&M.pdf Responded by: Benjamin Houle - 6/19/24 11:30 AM This form has been added to the O&M Manual. Thank you! Resolved 46 1 Engineering Alex Jordan 5/15/24 9:36 AM Changemark Please include a site map with the next submittal This will need to include the location of the BMP, a BMP easement and access easement location, and a cross-section of the BMP. Venture Food Pantry - O&M.pdf Responded by: Benjamin Houle - 6/19/24 11:31 AM An area grading and drainage plan has been added to the O&M with the proposed BMP location and proposed easement. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 47 1 Engineering Alex Jordan 5/15/24 9:36 AM Changemark Please include the following note regarding the annual inspection The first report is due one year after construction is completed, with subsequent reports due each year within the same month of the initial report. If there are any deficiencies found during the inspection, these should be addressed. If the inspection report is not received within the month it is due, if there are deficiencies which were not included in the report, or if any deficiencies included in the report are not addressed in a timely manner, the BMP owner faces enforcement action from the City. Venture Food Pantry - O&M.pdf Responded by: Benjamin Houle - 6/19/24 11:31 AM This note has been updated within the O&M. Resolved 48 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please provide the Engineering firm's email address on the cover sheet Responded by: Benjamin Houle - 7/9/24 8:39 PM This has been added. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/21/24 9:29 AM We were unable to locate this on the cover sheet, please revise. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:35 AM This has been updated. Resolved 49 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please provide the developer's name phone and email address on the cover sheet Responded by: Benjamin Houle - 7/9/24 8:39 PM The owner and the developer are the same on this project. We have added the Pastor's name and email address. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/21/24 9:29 AM We were unable to locate this on the cover sheet, please revise. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:35 AM This has been updated. Resolved 50 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please provide the sites zone district on the cover sheet Responded by: Benjamin Houle - 6/19/24 11:35 AM This has been updated. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 51 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please provide the setback distances on the cover sheet Responded by: Benjamin Houle - 6/19/24 11:35 AM This has been updated. Resolved 52 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please provide all technical information required by Section 102.02(xi)(m) of the Storm Water Technical Standards on the grading plan Responded by: Benjamin Houle - 7/11/24 11:23 AM We have added this information as close as we can get without being able to re-model the entire site. We have also included all prior information within the drainage report. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/25/24 9:44 AM We were unable to locate this information within the plans. Please have a table inserted in the plans containing all the information required by this section of the STSM. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:35 AM This has been updated (see response above) Resolved 53 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please include the following note on the plans: "No earth disturbing activity may commence without an approved storm water management permit." Responded by: Benjamin Houle - 6/19/24 11:35 AM This has been updated and added to C300. Resolved 54 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please include the following note on the plans: "Utility relocations required by the project shall be the responsibility of the developer. Utility line relocations required for road projects that result in a conflict with proposed development shall be the developer to resolve with the utility. Existing pole lines required to be relocated to within one foot of proposed right-of-way line." Responded by: Benjamin Houle - 6/19/24 11:36 AM This has been updated. Resolved 55 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please include the following note on the plans: "All existing perimeter road drainage structures and bridges across the frontage of this development are indicated on the plans. Provisions have been made to improve or replace any drainage structures and bridges as necessary or as request by the City to accommodate the pavement widening, auxiliary lanes, multi-use path, and any other required improvements to the property or the roadway. The cost to improve or replace any draiange structures and bridges will be borne by the developer." Responded by: Benjamin Houle - 6/19/24 11:36 AM This has been updated. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 56 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please include the following note on the plans: "Damage to the exisitng right-of-way shall be restored/repaired to the satisfaction of the City at the completion of the project. The contractor is encouraged to inspect the right- of-way with the city prior to the start of construction to document the existing condition of the right-of-way." Responded by: Benjamin Houle - 6/19/24 11:36 AM This has been updated. Resolved 57 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please include the following note on the plans: "All paving within the existing and proposed city right -of-way shall conform to the requirements of the Department of Engineering. The contractor shall contact the department of Engineering to schedule a pre-construction meeting to review the department's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the department as it relates to work within the existing and proposed right-of-way." Responded by: Benjamin Houle - 6/19/24 11:36 AM This has been updated. Resolved 58 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please provide the anticipated start construction date in a comment response or project summary Responded by: Benjamin Houle - 6/19/24 11:36 AM July 15, 2024 is the anticipated start date. Resolved 59 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please verify that there are no direct discharge areas Responded by: Benjamin Houle - 6/19/24 11:37 AM There are no direct discharge areas. Resolved 60 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please verify that all elevations are North American Vertical Datum of 1988 (NAVD) Responded by: Benjamin Houle - 6/19/24 11:37 AM Verified. Resolved 61 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please verify that the horizontal datum of topgraphic map is Indiana State Plane Coordinates, NAD83 Responded by: Benjamin Houle - 6/19/24 11:37 AM Verified. Resolved 62 1 Engineering Alex Jordan 5/15/24 9:51 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: Benjamin Houle - 6/19/24 11:37 AM Verified. Resolved 63 1 Engineering Alex Jordan 5/15/24 9:51 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: Benjamin Houle - 6/19/24 11:37 AM None are adjacent to the project area. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 64 1 Engineering Alex Jordan 5/15/24 9:51 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: Benjamin Houle - 6/19/24 11:38 AM All are shown which are known at this time. As these services are private, not all locations or sizes are known. Resolved 65 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please provide all on-site and off-site flood routing through the site Responded by: Benjamin Houle - 7/9/24 8:55 PM A legend and updated flow arrows have been provided. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/21/24 9:53 AM Thank you for providing this sheet but please include a legend item for the arrows to avoid confusion. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:38 AM Flood routing has been added to C300A. Resolved 66 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please show the 100-year elevations of all inlets in the clogged condtions Responded by: Benjamin Houle - 7/9/24 9:23 PM This is an existing inlet with less impervious area in the drainage area than what was prior. Additionally, the overflow for the flood routing is just to the east of this area. Please specify if any specific calculations are required in this circumstance. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/25/24 9:04 AM There is a round inlet within the drainage basin south of the building that will need to be modeled in the clogged condition. Please revise. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:40 AM There are no inlets with the proposed improvements. Info Only Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 67 1 Engineering Alex Jordan 5/15/24 9:51 AM Library Comment Please provide the minimum flood protection grade (MFPG) and minimum lowest adjacent grade (MLAG) elevations and definitions of each Responded by: Benjamin Houle - 7/9/24 9:25 PM Provided on C300A to the NE for the detention pond. MFPG is also provided for the new building. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/25/24 9:05 AM We are unable to locate these elevations on this or any other sheet. Please include them on the next submittal. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:41 AM These are provided on C300A. Resolved 68 1 Engineering Alex Jordan 5/15/24 11:00 AM Changemark Silt fence should be replaced with a perimeter protection that works on pavement Please replace the silt fence on the parking with a protection that will work on pavement or relocate the fence to be within the grassed area. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:41 AM Coir logs have been added for an additional layer of protection where there is pavement. Resolved 69 1 Engineering Alex Jordan 5/15/24 11:00 AM Changemark Please provide a rock horseshoe check dam around this end section Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:42 AM A check dam has been added in this swale area. Resolved 70 1 Engineering Alex Jordan 5/15/24 11:00 AM Changemark Please provide inlet protection on this structure Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:42 AM Inlet protection has been added. Resolved 71 1 Engineering Alex Jordan 5/15/24 11:51 AM Changemark Please show the construction entrance on this plan sheet Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:42 AM A construction entrance has been added. Resolved 72 1 Engineering Alex Jordan 5/15/24 11:58 AM Changemark Please show the construction entrance on this sheet Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:42 AM A construction entrance has been added. Resolved 73 1 Engineering Alex Jordan 5/15/24 11:59 AM Changemark Please provide inlet protection on this structure Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:42 AM Inlet protection has been added. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 74 1 Engineering Alex Jordan 5/15/24 12:00 PM Changemark Please provide inlet protection on these inlets Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:43 AM Inlet protection has been added. Resolved 75 1 Engineering Alex Jordan 5/15/24 12:01 PM Changemark Please clearly call out the location of the BMP on this sheet once it is determined The BMP and access easement will also need to be provided on this sheet. Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 7/9/24 9:26 PM There are several existing access easements which we have found and are now showing on C300A. An additional access easement connecting this one has also been shown and is being prepared as a separate instrument with the BMP easement. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/25/24 9:41 AM Thank you for showing the easement on the drainage plan but we would like it to be placed on the erosion control plan sheet as originally requested. We would also like it to be labeled as a BMP easement rather than a drainage easement. Please provide the access agreement with the next submittal for our review to ensure it provides access to the proposed BMP. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:44 AM The BMP easement has been added to C300. An access agreement is in place from the prior projects on this site. Resolved 76 1 Engineering Alex Jordan 5/15/24 12:03 PM Changemark Please provide a rock horseshoe check dam around this end section Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 6/19/24 11:44 AM This area was redesigned and no longer requires a check dam. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 77 1 Engineering Alex Jordan 5/15/24 12:05 PM Changemark The BMP will need to be listed here once it is determined Venture Food Pantry Civil and LA.pdf Responded by: Benjamin Houle - 7/9/24 9:31 PM Apologies! It has been added. ---------------------------------------------------------- Reviewer Response: Alex Jordan - 6/25/24 9:43 AM The infiltration trench was not included in this section as previously requested, please revise. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 11:44 AM The BMP has been added to this sheet. Resolved 78 1 Vectren Energy Chad Miller 5/16/24 10:12 AM Comment No comments unless the new proposed building will need gas. Info Only 79 1 Sign Permits Aliza Shalit 5/21/24 12:21 PM Comment Will there be any signage proposed for this addition? Reviewer Response: Aliza Shalit - 7/3/24 10:59 AM All signs require a sign permit and review process and possibly an ADLS Amend depending on what is being requested. ---------------------------------------------------------- Responded by: Benjamin Houle - 6/19/24 12:04 PM Signage will be permitted separately. Info Only 80 2 Engineering Alex Jordan 6/25/24 12:15 PM Changemark These inverts are listed approximately 10-15' higher than the structures rim elevation, please revise Will this structure drain to the detention facility or to the northeast? The new inverts may clarify this but currently it appears that this structure drains to the basin to the southwest which appears to be draining to this structure. Venture Food Pantry - Civil & LA 240618.pdf Responded by: Benjamin Houle - 7/9/24 9:32 PM That is an existing structure and the as-built plans had the elevations incorrectly shown. Info Only 81 2 Engineering Alex Jordan 6/25/24 12:34 PM Changemark What information is to be included here? Several structure call outs include these question marks. Please include the information that is to be placed here or remove the question marks. Venture Food Pantry - Civil & LA 240618.pdf Responded by: Benjamin Houle - 7/9/24 9:32 PM These have been revied. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 82 2 Engineering Alex Jordan 6/27/24 10:11 AM Changemark We would like this area directed to the infiltration trench to be treated Please look into regrading as much of this area as possible to the infiltration trench. There may be an opportunity to grade a swale around the northwest corner of the basketball court to discharge into the infiltration trench. Venture Food Pantry - Civil & LA 240618.pdf Responded by: Benjamin Houle - 7/9/24 9:34 PM Unfortunately, in order to make grade minimums, this is not easily possible without disturbing a lot more ground, rebuilding existing sidewalk, and rearranging the site. Between the new swale and the existing swale, this area should have much more sediment removal than the existing condition with the gravel parking lot. Info Only 83 2 Engineering Alex Jordan 6/27/24 10:13 AM Changemark Please show the roof drains for the proposed building and have them directed into the infiltration trench Please have these tied into the stone section rather than a structure in order to have it filtered as much as possible. Venture Food Pantry - Civil & LA 240618.pdf Responded by: Benjamin Houle - 7/9/24 9:36 PM The roof drains are now tied directly into the stone section. Resolved 84 2 Engineering Alex Jordan 6/27/24 10:13 AM Changemark Please place cleanouts at the intersections of these underdrains Venture Food Pantry - Civil & LA 240618.pdf Responded by: Benjamin Houle - 7/9/24 9:36 PM Cleanouts have been added. Resolved 85 2 Engineering Alex Jordan 6/27/24 10:14 AM Changemark Please outlet this into the stone section rather than a structure in order to have it filtered as much as possible Venture Food Pantry - Civil & LA 240618.pdf Responded by: Benjamin Houle - 7/9/24 9:37 PM These are now tied directly into the stone section. Resolved 86 2 Engineering Alex Jordan 6/27/24 10:32 AM Changemark Please label this as a BMP easement rather than a drainage easement Venture Food Pantry - O&M 240618.pdf Responded by: Benjamin Houle - 7/9/24 9:37 PM The label has been udated. Resolved 87 2 Engineering Alex Jordan 6/27/24 10:32 AM Changemark Please clearly call out the infiltration trench on the site map Venture Food Pantry - O&M 240618.pdf Responded by: Benjamin Houle - 7/9/24 9:37 PM An updated label has been added within C300. Resolved 88 2 Engineering Alex Jordan 6/27/24 10:34 AM Changemark The width of the trench shown in the plans is 4.5' Please clarify the width of the infiltration trench and label it consistently throughout the plans and O&M. Venture Food Pantry - O&M 240618.pdf Responded by: Benjamin Houle - 7/9/24 9:38 PM The detail land plans have been updated. Resolved 89 2 CrossRoad Engineers Willie Hall 6/27/24 2:18 PM Comment 102.03 The drainage report shall include pre-development calculations. Please re-include those. Responded by: Benjamin Houle - 7/11/24 11:22 AM Pre-development section has been re-included. Resolved 90 3 Fire Carmel Fire 7/15/24 7:33 AM Comment Section 3312.1 Fire Hydrants shall be fully functional tested and approved by Carmel Water Utilities prior to any combustible materials arriving on the site. Info Only Plan Review - Review Comments Report Project Name: PZ-2024-00068 TAC Venture Christian Church Additions Workflow Started: 4/22/2024 11:40:10 AM Report Generated: 07/23/2024 03:23 PM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 91 3 Fire Carmel Fire 7/15/24 7:34 AM Comment Section 3310. Required Fire Department Vehicle Access. Approved Asphalt fire apparatus access roads shall be provided to and through the construction site during construction. Fire Apparatus access roads must be capable of supporting the weight of fire apparatus and maintained clear at all times. Info Only 92 3 Engineering Alex Jordan 7/23/24 3:09 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 Info Only