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HomeMy WebLinkAboutProjectFlow - Changemarks Rev 2Changemarks Report Project Name: Workflow Started: Report Generated: Grouping Main Workflow Cycle 1 21235 Six Range Condominiums SP 12/16/2021 7:58 AM 02/22/2022 01:06 PM Ref # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 48 49 50 51 52 55 60 61 62 63 64 65 66 67 68 69 70 73 74 75 76 77 78 79 80 Complete? True True True True True True True Status Revised Revised revised Revised Revised Revised Revised Revised Revised revised revised revised Revised Revised Revised revised Revised Revised Revised Revised Revised Revised Revised Info Only Info Only Info Only Info Only Info Only Info Only Info Only Revised Revised revised Revised Revised Revised Revised Revised Revised revised revised Revised Revised revised Revised Revised Revised Revised Revised Revised revised Revised Revised Revised Revised revised Revised Revised Revised Revised Revised Revised Revised Revised Revised Revised Revised revised Revised revised Department Solid Waste Water and Sewer Division Water and Sewer Division Water and Sewer Division Water and Sewer Division Water and Sewer Division Water Conservation Division Water Conservation Division Water Conservation Division Forestry Division Forestry Division Forestry Division Engineering Engineering Engineering Engineering Engineering Engineering Engineering Engineering Engineering Engineering Engineering Building Division Building Division Building Division Building Division Building Division Building Division Building Division Engineering Engineering Engineering Engineering Engineering Engineering Engineering Engineering Planning Planning Planning Planning Planning Planning Planning Engineering Engineering Engineering Planning Planning Planning Planning Planning Planning Planning Planning Planning Planning Planning Planning Planning Planning Planning Planning Planning Planning Planning Planning Planning Planning Snapshot File 029 Dumpster Enclosure & Mech Screening.pdf 016 Sewer Plan.pdf 016 Sewer Plan.pdf 016 Sewer Plan.pdf 016 Sewer Plan.pdf 016 Sewer Plan.pdf 059 Irrigation Plan Overall.pdf 053 Landscape Plan.pdf 059 Irrigation Plan Overall.pdf 053 Landscape Plan.pdf 053 Landscape Plan.pdf 053 Landscape Plan.pdf 020 Drainage Plan.pdf City of Bozeman - Response Letter.pdf City of Bozeman - Response Letter.pdf Engineering Report - Water.pdf Engineering Report - Storm.pdf Engineering Report - Storm.pdf 016 Sewer Plan.pdf 020 Drainage Plan.pdf 020 Drainage Plan.pdf Engineering Report - Storm.pdf Engineering Report - Storm.pdf 001 Cover Sheet.pdf 005 Accessibility Details.pdf 061 1st Floor - A - Overall .pdf 061 1st Floor - A - Overall .pdf 061 1st Floor - A - Overall .pdf 089 Main Floor Plan Triplex.pdf 102 Site Plan West.pdf Engineering Report - Sewer.pdf Engineering Report - Water.pdf City of Bozeman - Response Letter.pdf City of Bozeman - Response Letter.pdf Engineering Report - Storm.pdf 021 Drainage Details.pdf 027 Site Plan.pdf 009 Civil Site Plan .pdf 093 Elevations Triplex.pdf 088 Site Plan Triplex.pdf 027 Site Plan.pdf 027 Site Plan.pdf 027 Site Plan.pdf 054 Landscape Planting Plan West.pdf 066 Overall Elevations - Building A.pdf 021 Drainage Details.pdf 020 Drainage Plan.pdf Engineering Report - Storm.pdf 089 Main Floor Plan Triplex.pdf 074 Overall Elevations.pdf 082 Overall Elevations.pdf 082 Overall Elevations.pdf 001 Cover Sheet.pdf 001 Cover Sheet.pdf 027 Site Plan.pdf 027 Site Plan.pdf 030 Material Pallete.pdf 053 Landscape Plan.pdf 053 Landscape Plan.pdf 053 Landscape Plan.pdf 053 Landscape Plan.pdf 053 Landscape Plan.pdf 053 Landscape Plan.pdf 053 Landscape Plan.pdf 053 Landscape Plan.pdf 053 Landscape Plan.pdf 053 Landscape Plan.pdf 054 Landscape Planting Plan West.pdf 055 Landscape Planting Plan East.pdf 105 Photometric Plan East.pdf Markup Name refuse enclosure Nick Pericich Nick Pericich Nick Pericich Nick Pericich Nick Pericich Chelsey Trevino Chelsey Trevino Chelsey Trevino 02 Forestry Comments - 21235 Six Range SP Forestry Comments - 21235 Six Range SP Forestry Comments - 21235 Six Range SP Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Ben Abbey Ben Abbey Ben Abbey Ben Abbey Ben Abbey Ben Abbey Ben Abbey Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Lynn Hyde Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Planning_LynnHyde Changemark Subject Changemark note #01 W/S Existing Sewer Access W/S Sewer Service W/S Existing Sewer Main Stubs W/S Existing Sewer Main Stubs W/S Existing Sewer Main Stubs WTRCON - No Irrigation Turf WTRCON - Non-Irrigated Native Grass Description WTRCON - Irrigation Notes Blvd Tree Spacing Blvd Tree Spacing Tree Species Recommendation ENG Stormwater Basin ENG Utility Easement ENG Water/Sewer Easement ENG CIL Water Rights ENG Drainage Report ENG Stormwater Maintenance Plan ENG 8" Sewer Service ENG Culvert Design ENG Ultimate Runoff ENG Geotech Report ENG Groundwater Measurements BLDG - Code Adoptions BLDG - Accessible Codes BLDG - Type A Units BLDG - Type B Units BLDG - Spray Foam Products BLDG - IBC BLDG - Parking ENG Sewer Report Certify ENG Water Report Certify ENG Street Lighting ENG SID Waiver ENG Stormwater Basin ENG Dry Wells ENG Legal Access ENG Crosswalk Block Frontage - 38.510 Parking - 38.540 Parking - 38.540 Parking - 38.540 Parking - 38.540 Site Plan and Landscaping Plan Discrepencies PLNG - Missing Elevations ENG Curb Scupper ENG Proposed Dry Well ENG Dry wells PLNG - Internal residential garage dimensional standards PLNG - Block frontage PLNG - Blank Wall Treatment PLNG - Blank Wall Treatment PLNG - Bike parking calculations PLNG - Bicycle Parking PLNG - Building A's Northern facade PLNG - HRDC Approval PLNG- Painted Panel PLNG - Landscaping screening PLNG - Block Frontage Standards PLNG - Shared Open Space Amenities PLNG - Shared Open Space PLNG - On-site commercial open space PLNG 38.550.050 - Mandatory landscaping PLNG - Parking lot screening from residential PLNG - Parking lot trees provided PLNG - tree planting location PLNG - Parking lot landscaping PLNG - Detail provided PLNG - Open space PLNG - Lighting specifications Changemark Details roof of enclosure may not overhang the clear opening to allow truck access We will need to be able to access the existing sewer main and manhole. This will require an all weather access to this manhole. The sewer easement will need to be void of trees and permanent structures. Sewer Service needs to be perpendicular to the main for the length of the easement. There are stubs south into or close to the north property line of this project from the existing manholes on the north (3 manholes). Plug the south inverts in the manhole or relocate any trees to provide 10' separation from existing 8" stubs. There are stubs south into or close to the north property line of this project from the existing manholes on the north (3 manholes). Plug the south inverts in the manhole or relocate any trees to provide 10' separation from existing 8" stubs. There are stubs south into or close to the north property line of this project from the existing manholes on the north (3 manholes). Plug the south inverts in the manhole or relocate any trees to provide 10' separation from existing 8" stubs. Temporary watering will be needed to establish the native non-irrigated turf. Please indicate how water will be distributed to the native turf during the turf establishment period. Indicate the type of non-irrigated native grass to be installed (sod versus seed). Indicate the install of a smart (weather-based) irrigation controller and rain/freeze sensor will be installed. No trees shall encroach Street Vision Triangles. No Blvd trees within 10' of hydrants/streetlights. No Blvd trees within 10' of hydrants/streetlights. Proposed species of Ohio Buckeye and Toba Hawthorn are acceptable, but not optimal. The growing space appears suitable for larger-growing species that will provide more eco-benefits. If there are otherwise limiting site conditions that the Forestry Division is unaware of, please disregard this comment. DSSP II.C - Basin 6B is mentioned in the stormwater report/calculations but it is not shown on the Drainage Plan. BMC 38.410.060 (B.2) - The applicant must provide a ten (10) foot utility easement (power, gas, communication, etc.) along the developments property frontage prior to Site Plan approval. BMC 38.410.060 (C.1) - The applicant must provide a thirty (30) foot public utility easement to accommodate both water and sewer. An additional ten (10) feet of width is required for each additional main that occupies the easement. BMC 38.410.130 - The applicant must contact Griffin Nielsen with the City Engineering Department to obtain a determination of cash-in-lieu of water rights (CILWR). CILWR must be paid prior to site plan approval. BMC 40.04.700 (A.5) - All drainage system reports, peak flow rates and runoff volume calculations, safety requirements, and grading plans shall be certified by a licensed professional authorized by the state to perform such functions. DSSP II.B.5. A storm drainage facilities maintenance plan. The plan shall: a. Identify ownership of all facilities. b. Establish a schedule for maintenance activities necessary to keep the system operationally effective. c. Identify the responsible party in charge of the specific maintenance duties. The stormwater drainage plan needs to address maintenance of the proposed dry wells as well as the permeable pavers to the west of the subject property. DSSP 5.C.6 - Manholes are required for 8" sewer services connecting to 8" mains. The applicant must follow DSSP V.C.7 & 8 for culvert design standards. The applicant needs to clearly show existing stormwater facilities that take drainage from the neighboring development south east adjacent to this site.The applicant must evaluate what is permitted by the adjacent development. and verify that any additional stormwater from the subject property is not adversly affecting the existing drainage system. Furthermore, it is unclear in the report on the sizing of the culverts. For example, Basin 2B drains into an existing system and calls for a 30 inch diameter RCP culvert, yet the report shows calculations for a 15 inch and 18 inch culvert. Again, Basin 8 shows a new culvert, but does not provide any sizing or downstream capacity details. The applicant needs to confirm the culvert sizes and provide sufficent information to determine if downstream capacity is adquate. DSSP Section II (B.3) - The applicant must provide a description of the ultimate destination of stormwater runoff from the project in an overflow event. How and where will the runoff from the permeable pavers be directed. How will the overflow be routed east of the subject property. Considerting the grade, how will runoff flow to the basins south of the property. The applicant is advised that all runoff generated from the subject property must be accounted for and that overland flow to the adjacent development is not allowed. Provide geotechnical results for this site. BMC 38.220.120.A.2.c (3.a) - A description of the hydrologic conditions of the site with analysis of water table fluctuation and a statement of site suitability for intended construction and proposed landscaping. The description of the hydrologic conditions must include depth to groundwater measurements taken May 15 through September 15. City of Bozeman and the State of Montana are adopting the new ICC 2021 Building Codes Spring of 2022. Construction documents submitted May 1st shall be review under the 2021 building codes. All Accessible requirements shall be in accordance with the ICC A117.1-2009. It is unclear if the state will be adopting the new A117.1-2017 at this time. The requirement for Type A units is calculated as a site in total, or total dwelling units per Section 1107.6.2.2.1 of the 2018 IBC. All dwelling units are considered to be Type B on all floors with elevator service. Any spray Foam products are required to be installed according to their listing and manufacture’s specifications. This can include thermal barrier requirements allowed within the IBC. Intumescent coatings or paints are require approval from Building and require special inspections from a certified third party. Triplex Plans shall be designed in accordance with the IBC. These unit will count towards the total dwelling on the site for Accessible Type A Units required. However no Type A or Type B are required with in the Triplex’s because of the configuration as proposed. (IBC - 1107.6.2.2.1) Parking shall be in accordance with table 1106.1 for the total onsite parking spaces that would be accessible. DSSP Section (V.B) Sanitary Sewer System Design Criteria - The applicant must provide an estimate of the peak-hour sanitary sewer demand certified by a professional engineer for the proposed project. DSSP Section (V.B) Sanitary Sewer System Design Criteria - The applicant must provide an estimate of the peak-hour sanitary sewer demand certified by a professional engineer for the proposed project. BMC 38.400.070 - The required public street light(s) must be included in a Special Improvement Lighting District (SILD), in accordance with the City of Bozeman Lighting and Electrical Specifications, prior to occupancy. Refer to EMAIL from Kelley Rischke, Assistant City Attorney to Olivia Wathne (Six Range Group Rep) Fri 2/4/2022 10:34 AM KRischke@BOZEMAN.NET Kelley Rischke | Assistant City Attorney City of Bozeman | 121 N. Rouse Ave. | Bozeman, MT 59715 | 406.582.2289 DSSP II.C - Basin 6B is mentioned in the stormwater report/calculations but it is not shown on the Drainage Plan. The applicant must provide details for the proposed drywells as presented no details are shown on sheet C5.1. The drywell detail should indicate the seasonal high groundwater elevation. The applicant must provide documentation regarding the public access easement shown along South Hanley Avenue if changes have taken place, please provide updated documentation. The Final Plat of Minor Subdivision No.365A indicates that the "existing 60' wide access and utility easement per COS 1874 to be abandoned." Crosswalk shown on sheet A1.01 Site Plan, needs to be shown in all civil site plans. Provide transparency calculations for the facade facing W Babcock. It appears your facade is meeting the required transparency calculations of 15% of the entire facade, however they percentage needs to be provided on the elevations sheet. See 38.510.030.C. for requirements. 38.540.010.A.4. precludes stacking off off-street parking spaces with the exceptions of a number of types of housing including townhouse/rowhouses. If stacking is proposed with these housing types, physical separation that meets the requirements found within must be provided. Please provide the physcial separation on next submittals for all triplex buildings parking. Concrete sidewalks a minimum of five feet in width must be provided between any existing or proposed building and adjacent parking lot. Where sidewalk curbs serve as wheel stops, an additional two feet of sidewalk width is required. There are a number of locations where the sidewalk between the parking lot and building is only 5', not the required 7' when it is functioning as the wheelstop. Concrete sidewalks a minimum of five feet in width must be provided between any existing or proposed building and adjacent parking lot. Where sidewalk curbs serve as wheel stops, an additional two feet of sidewalk width is required. There are a number of locations where the sidewalk between the parking lot and building is only 5', not the required 7' when it is functioning as the wheelstop. Concrete sidewalks a minimum of five feet in width must be provided between any existing or proposed building and adjacent parking lot. Where sidewalk curbs serve as wheel stops, an additional two feet of sidewalk width is required. There are a number of locations where the sidewalk between the parking lot and building is only 5', not the required 7' when it is functioning as the wheelstop. It appears the layout of the triplexes do not match from the civil plan to the landscape plan. The entrances to the garages and front entries are not matching up. Is this an error on the landscaping plan? I have only seen one triplex floor plan and elevations. Is there another one that should have been submitted? Where is the north and south east 'endcap' elevations. One of the perspective images appeared to show the northern end of the building with a wall that meets our blank walls standards as found in 38.530.070, however its difficult to tell without the elevation. Also show how the northern elevation is meeting the block frontage standards. In particular note the transparency requirements. Provide detail on the proposed curb scupper presented on sheet C5.O Drainage Plan. The proposed dry well is off the property site, please provide additonal information. Applicant needs to demonstrate that the wells will infiltrate with in the 42-hr period. The individual residential garage dimension standards requires the stalls to be 20' x 9' with an additional foot on all sides of the parking space. Thus for a single car garage, this would require 22' x 11'. These stalls appear to be slightly undersize in depth or length at 21'. Refer to BMC 38.540.020. Provide transparency calculations for block frontage showing how the northern facade is meeting the block frontage standards. BMC 38.510.030 This section meets the definition of a blank wall and needs to be have an appropriate treatment. Blank Wall Definition: A wall (including building façades and retaining walls) is considered a blank wall if it is over ten feet in height, has a horizontal length greater than 15 feet, and does not include a transparent window or door. Refer to BMC 38.530.070 This section meets the definition of a blank wall and needs to be have an appropriate treatment. Blank Wall Definition: A wall (including building façades and retaining walls) is considered a blank wall if it is over ten feet in height, has a horizontal length greater than 15 feet, and does not include a transparent window or door. Refer to BMC 38.530.070 Provide bicycle parking calculations including covered vs not covered. Did you provide a specification for your bicycle racks? If so please direct me to it, if not, please provide. Provide additional details for Buidling A's northern facade that show how its meeting the block frontages standards and ensure there are no blank walls present. Provide documentation of HRDC approval (this can be in email form). This is required to be eligible for the 10% parking reduciton for residential parking requirements. What material is this painted cementious panel? Where does it match the samples below? I don't see a white horizontal patterned material in the samples provided below. What is the reason for the landscape gap here? Please provide additional landscaping or reasoning for the gap. As required in 38.510.030.I., residential units on the ground floor need to have a treatment provided to ensure privacy for residents and an attractive safe pathway. The project appears to be proposing the ten foot landscape setback between the sidewalk and residence. In order for that to count, ensure you are providing landscaping for the entire 10' depth which is not being done here. BMC 38.520.060.B.2.d. Shared open space must feature paths or walkable lawns, landscaping, seating, lighting, and play structures, or other pedestrian amenitites to make the area more functional and enjoyable for a range of users. You have the pathways, please show other amenities consistent with this code section that makes this open space enjoyable for a range of users. 38.520.060- it appears there are play amenities proposed here although they are difficult to see. Please provide specifications of what these amenities are. Per BMC 38.520.060.C.2. Mixed use sites. Refer to the code to provide calculations showing how much of the site is for commercial areas (areas solely for residential use may be omitted). If the areas designated for commercial equal less than 1 acre, no open space is required for the commercial uses. If the area is greater than 1 acre, open space needs to be provided at a ratio of 2% of the total area dedicated to commercial uses. Please provide a diagramn showing the areas of the site that are designated for commercial uses (including parking service areas, etc.) to determine the threshold. If open space is required, it will need to meet the codes definitions of what can count as open space. Drought tolerant species - landscape plan must provide 75 percent or greater of the proposed trees and shrubs as drought tolerant species. Provide calculations showing you are meeting the drought tolerant requirements of 75%. Due to the sensitivity of the adjacent residential development, the robust screening is imperative along this property line. It still does not appear to meeting the requirements of not less than four feet in width, and maintained at a height of four to six feet. Please supplement the landscaping with additional landscaping that will provide this screening. If you feel you are providing adequate screening, submit a perspective showing how the parking lot will be adequately screened, year round. Refer to BMC 38.550.050.C. for supporting code language. Staffs calculations indicate you are meeting this provision, however please provide a reference as to the quantity and types (i.e., large canopy trees, large non-canopy trees, or small trees), that you are proposing that enable your proposal to meet the required parkng lot trees. Refer to BMC 38.550.050.C.2.b for full code provision. BMC 38.550.050.C.2.d No tree shall be planted closer than three feet to the back of the curb or edging equivalent. There are a few locations where the trees appear to be closer than 3'. Ensure all trees are located in a location where they have the full 3' that will ensure survivability and keep the hardscape in good condition (i.e., no asphalt lift caused by roots.) The parking lot is required to provide parking lot landscaping at a ratio of 20sf per off-street parking space. Provide square footage calculations showing how you are meeting this requirement. Note that the area that counts must be contained within the parking lot, not adjacent but on the outside of it, so it needs to be met within the islands or potentially corners/endcaps. Refer to BMC38.550.050C.2.e for full code requirements. Have you provided a detail for the proposed separation of the triplex parking? What are these features (height, material, etc.) Please elaborate on what is happening here and how this stormwater feature can qualify for open space. It seems it will be a steep grade, and potentially filled with water? Provide additional features or renderings showing how this can be a usable open space amenity for the residents. What are these symbols that appear in the middle of the parking stalls? I've not been able to match them up with any specification sheet symbol, nor does it make sense to have a lightpole in the middle of a parking stall. Please clarify for me. Markup Date 01/10/2022 12:48 PM 01/31/2022 11:02 AM 01/31/2022 11:03 AM 01/31/2022 11:03 AM 01/31/2022 11:03 AM 01/31/2022 11:03 AM 01/31/2022 11:56 AM 01/31/2022 12:55 PM 01/31/2022 12:58 PM 02/01/2022 12:56 PM 02/01/2022 12:56 PM 02/01/2022 12:56 PM 02/10/2022 2:57 PM 02/08/2022 2:12 PM 02/08/2022 2:12 PM 02/07/2022 5:40 PM 02/10/2022 2:59 PM 02/10/2022 2:59 PM 02/07/2022 10:08 AM 02/10/2022 2:57 PM 02/10/2022 2:57 PM 02/10/2022 2:59 PM 02/10/2022 2:59 PM 02/08/2022 9:39 AM 02/08/2022 9:43 AM 02/08/2022 9:57 AM 02/08/2022 9:57 AM 02/08/2022 9:57 AM 02/08/2022 10:27 AM 02/08/2022 10:47 AM 02/07/2022 5:37 PM 02/07/2022 5:40 PM 02/08/2022 2:12 PM 02/08/2022 2:12 PM 02/10/2022 2:59 PM 02/10/2022 2:53 PM 02/08/2022 2:07 PM 02/08/2022 2:51 PM 01/26/2022 10:50 AM 01/26/2022 11:07 AM 02/16/2022 9:49 AM 02/16/2022 9:49 AM 02/16/2022 9:49 AM 02/16/2022 11:31 AM 02/18/2022 10:43 AM 02/10/2022 2:53 PM 02/10/2022 2:57 PM 02/10/2022 2:59 PM 02/14/2022 10:15 AM 02/14/2022 11:13 AM 02/18/2022 10:37 AM 02/18/2022 10:37 AM 02/16/2022 10:21 AM 02/16/2022 10:21 AM 02/16/2022 9:49 AM 02/16/2022 9:49 AM 02/15/2022 3:41 PM 02/16/2022 11:23 AM 02/16/2022 11:23 AM 02/16/2022 11:23 AM 02/16/2022 11:23 AM 02/16/2022 11:23 AM 02/16/2022 11:23 AM 02/16/2022 11:23 AM 02/16/2022 11:23 AM 02/16/2022 11:23 AM 02/16/2022 11:23 AM 02/16/2022 11:31 AM 02/16/2022 11:29 AM 02/16/2022 12:04 PM Updated By Russell Ward Nick Pericich Nick Pericich Nick Pericich Nick Pericich Nick Pericich Chelsey Trevino Chelsey Trevino Chelsey Trevino Alex Nordquest Alex Nordquest Alex Nordquest Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Ben Abbey Ben Abbey Ben Abbey Ben Abbey Ben Abbey Ben Abbey Ben Abbey Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Alicia Paz-Solis Alicia Paz-Solis Alicia Paz-Solis Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Lynn Hyde Applicant Response Roof Over Hang is 6" back from Opening A driveway approach and all-weather access road were added to the plans in order to access the existing sanitary sewer mahole. The existing road extension east of Hanley will be demolished. The sewer service into Building D was reconfigured to be perpendicular to the new main extension Notes to plug the south stubs at the existing manholes have been added to the sewer plans Notes to plug the south stubs at the existing manholes have been added to the sewer plans Notes to plug the south stubs at the existing manholes have been added to the sewer plans Added in Notation Notation Added Notation Added Trees have been adjusted Trees have been adjusted Intentional Basin 6B was eliminated and no longer is included in the stormwater calculations The property already has gas and electric easements around the perimeter. See Sheet C0.2 See draft Water and Sewer Easement provided 1) We are attempting to contact. See email. Applicant will pay Cash-in-lieu water right fee prior to final site-plan approval, once final amount is known. 2) See updated water report. The estimated annual usage in Section 1.1.5 was determined to be 30.44 ac-ft. At $6000/ac-ft, the CILWR fee would be $182,649.10 An email to Mr. Neilson has been sent with this information (see enclosed). See Report Applicant will incorporate a Stormwater Management Plan into the HOA document, before filing legally required HOA bylaws. Note: A.B. & C are now incorperated in Report New manholes have been added where the 8" service lines tie into the new 8" main. The Six-Range stormwater ponds are NOT taking any of the adjacent development's runoff. Currently their SE pond's outlet pipe encroaches on the Six-Range tract. The 30" outlet pipe has a 2"-wide wier inside its flow control manhole. This is further addressed in the stormwater report, but the ultimate destination of the stormwater retention ponds will be infiltrated into the underlying groundwater. If, by chance, the permeable paver section exceeds capacity of the gravel section, stormwater will flow west to the existing stormwater pond for the Cottonwood Condominiums The geotech report is included as an appendix in the utility reports. See enclosed groundwater monitoring results collected by Allied Engineering. Note: the DIPRA report is relavant to the water main installation, not groundwater monitoring results Understood Understood Understood Understood Understood Understood Understood Peak hour flows have been updated in the sewer report in Section 11.12. Peak hour flows have been updated in the water report in Section 1.1.5 SILD Zone Added Waiver Added in Documents The basins have been re-configured and 6B no longer exists. See Sheet C 5.1 for the dry well detail. Abandoned Access to Hanley Notation Added Fenced/planters Detail added to sheet All sidewalks next to parking is 7'. All sidewalks next to parking is 7'. Landscape and overall site plan are correct. Will ensure civils matches see additional sheets: 66.1, 66.2 and 66.3 Added to 021 Drainage Details Removed The stormwater report demonstrates that the ponds will infiltrate within the requesite 42-hr period. Adjusted See 30.1 Overall Elevations See 066.2 for screening See 066.2 for screening noted see 057 Detail number 2 see 66.2 supplied email and documents Cementitious Panel (Fiber Cement) is the Material. It would get a red paint on it. There would be no horizontal or vertical pattern on this. The other material is now a shake and the pattern is shown. Fixed For Sidewalk Added Hatch for Rock Mulch See sheets 054, 055 Keynotes Provided - See Bab Play Docs Provided - No open area required. Commercial area is 13850 sf Added to Sheet Added Additional Screen plants trees to ensure proper coverage. This is already provided on the sheet. See Top left section "Parking Lot Landscaping." Relocated This is already provided on the sheet. See Top left section "Parking Lot Landscaping." Steel Planter Boxes See sheet 057 Landscape Site Details This a landscape mound for the Play structures. These maks are Type F2 Light Fixtures. Shown and labeled on sheet ES1.1