View: Project Documents
| Agency | Comment | ||
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PCD Engineering Division
8/25/2021 12:47:24 PM |
E. Nijkamp Utility plans have been approved and will be uploaded by the PM. Condition on the plans is that they are at your own risk due to inconsistencies found with the submitted final plat documents. Plans will need to be re-submitted if changes need to be made due to these inconsistencies. |
8/25/2021 12:47:24 PM | |
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PCD Engineering Division
7/28/2021 8:53:35 AM |
Comments provided by E. Nijkamp: Per the phone conversation with T. McConnell on 7/27/2021: In order for the reviewer to confirm compliance with the County criteria, please provide the dimension from the back of curb to the centerline of the storm pipe on the typical detail. |
7/28/2021 8:53:35 AM | |
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Cherokee Metro Dist
7/9/2021 3:01:07 PM |
The attachment "CD Utilities" supersedes other drawings included in this review for water and wastewater service utilities. Cherokee has no other comments | 7/9/2021 3:01:07 PM | |
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PCD Engineering Division
7/7/2021 2:13:05 PM |
Comment provided by Elizabeth Nijkamp, 719-237-7206 Separation of Storm relative to the C&G does not meet ECM Criteria. Please sift the storm to be a minimum of 6' from back of curb. |
7/7/2021 2:13:05 PM | |
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Colorado Springs Public Works
6/30/2021 2:18:31 PM |
City Stormwater Enterprise has no comments on this item. Joel Metzker Stormwater Enterprise City of Colorado Springs 30 S. Nevada Ave., Suite 401 Colorado Springs, CO 80903 Office: (719) 385-7719 joel.metzker@coloradosprings.gov |
6/30/2021 2:18:31 PM | |
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Colorado Springs Public Works
6/30/2021 2:10:33 PM |
Engineering Development Review has no comments on this item. Joel Dagnillo, P.E. Engineering Development Review City of Colorado Springs (719)385-5412 Joel.dagnillo@coloradosprings.gov |
6/30/2021 2:10:33 PM | |
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PCD Project Manager
6/25/2021 11:53:32 AM |
Please provide an update to the attorney representing the creation of the Windermere special district so it can proceed with a resubmittal. It is unlikely it will be heard by the BOCC in time for the November election 2021. | 6/25/2021 11:53:32 AM | |
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Colorado Springs Public Works
6/24/2021 11:20:32 AM |
Traffic Engineering has the following comment: Please add the following note to the development plan "Prior to construction plans approval, the developer is required to remit to the City of Colorado Springs the amount of $75,000 for the future anticipated traffic signal at the intersection of North Carefree Circle and Marksheffel Road.” Zaker Alazzeh, P.E. Traffic Engineering Manager City of Colorado Springs (719) 385-5468 Zaker.Alazzeh@coloradosprings.gov |
6/24/2021 11:20:32 AM | |
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Colorado Springs Utilities, Dev, Svc.(includes water resources)
6/23/2021 10:05:14 AM |
No comments. No apparent conflicts for gas. | 6/23/2021 10:05:14 AM |
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PCD Engineering Division
4/2/2021 3:55:37 PM |
All Engineering documents have been approved. Construction or demolition of any detention pond outlet structures shall not commence until the Private Detention Basin/Permanent BMP Agreement and Easement has been approved and signed. -- Jeff Rice - 719-520-7877 |
4/2/2021 3:55:37 PM | |
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PCD Project Manager
3/24/2021 6:42:44 PM |
Item was approved at BOCC. PM will upload signed approved documents when they are signed by EMC Administrator | 3/24/2021 6:42:44 PM | |
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PCD Engineering Division
3/22/2021 5:03:11 PM |
See final comment letter. Provide the items listed below through EDARP: - GEC Plans, signed (showing concrete cutoff walls on the pond spillways) - PDR, signed - PDB-BMP agreement (metro district) and exhibits -- Jeff Rice - 719-520-7877 |
3/22/2021 5:03:11 PM |
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PCD Project Manager
3/19/2021 11:48:38 AM |
Planning has no further comments. Item is scheduled for BoCC on March 23, 2021. If approved, please schedule the construction permit meeting prior to ground moving activity. | 3/19/2021 11:48:38 AM | |
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EPC County Attorney's Office
2/26/2021 8:26:36 AM |
Applicant has met conditions B and C of County Attorney "Conditions of Compliance" by providing completed WSIS and updated District letter. Nothing further needed by County Attorney's Office. Thank you. | 2/26/2021 8:26:36 AM | |
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EPC County Attorney's Office
2/22/2021 12:28:48 PM |
2/22/2021 12:28:48 PM | |
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Colorado Geological Survey
2/15/2021 10:45:50 AM |
CGS previously reviewed this site (38.8901, -104.6846) on 10/30/2014, 7/28/2020, and 12/1/2020. We agree with RMG’s interpretation and conclusions in their response letter (January 18, 2021) regarding the mapped seasonal wet and shallow groundwater areas and the site drainages. We agree with their recommendation against full depth basements for select lots as depicted on Figure 4 in their geology and soils report (revised January 18, 2021). CGS has no objections to the approval of the preliminary plan as proposed. All RMG’s recommendations should be strictly adhered to especially regarding perimeter drains. Drain systems will be essential to intercept seasonal shallow groundwater and perched groundwater conditions expected at this location. Submitted 2/15/2021 by Jonathan R. Lovekin, P.G. Senior Engineering Geologist, Colorado Geological Survey; jlovekin@mines.edu |
2/15/2021 10:45:50 AM | |
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Colorado Division of Water Resources
2/12/2021 1:34:44 PM |
2/12/2021 1:34:44 PM | |
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Cherokee Metro Dist
2/12/2021 11:43:10 AM |
Cherokee Metro District Preliminary approval pending submittal of detailed water and wastewater plans The Windermere development is included in Cherokee Metro District's service area and Cherokee has adequate water and wastewater treatment capacity to serve this customer. |
2/12/2021 11:43:10 AM | |
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PCD Engineering Division
2/10/2021 7:20:17 PM |
(FAE redlines) | 2/10/2021 7:20:17 PM |
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PCD Engineering Division
2/10/2021 7:19:49 PM |
(GEC redlines summary) | 2/10/2021 7:19:49 PM |
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PCD Engineering Division
2/10/2021 7:19:09 PM |
(GEC redlines) | 2/10/2021 7:19:09 PM |
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PCD Engineering Division
2/10/2021 7:18:42 PM |
(PBMP App redlines) | 2/10/2021 7:18:42 PM |
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PCD Engineering Division
2/10/2021 7:18:09 PM |
(PDR redlines summary) | 2/10/2021 7:18:09 PM |
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PCD Engineering Division
2/10/2021 7:17:41 PM |
(PDR redlines) | 2/10/2021 7:17:41 PM |
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PCD Engineering Division
2/10/2021 7:17:00 PM |
(Preliminary Plan redlines summary) | 2/10/2021 7:17:00 PM |
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PCD Engineering Division
2/10/2021 7:16:26 PM |
(Preliminary Plan redlines) | 2/10/2021 7:16:26 PM |
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PCD Engineering Division
2/10/2021 7:15:29 PM |
See comment letter and redlines. Provide all required updated/signed items indicated with blue checkboxes on the engineering checklist. If the wet utilities are going to be installed, utility CDs need to be submitted and approved prior to BoCC hearing. -- Jeff Rice - 719-520-7877 |
2/10/2021 7:15:29 PM |
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EPC Stormwater Review
2/9/2021 8:35:53 PM |
Review 4: All Stormwater comments have been addressed. Reviewed by: Christina Furchak Stormwater Engineer III christinafurchak@elpasoco.com |
2/9/2021 8:35:53 PM | |
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PCD Project Manager
2/4/2021 7:25:01 AM |
wastewater reports- Please combine all versions of the wastewater reports to achieve one report that meets criteria. See comments. | 2/4/2021 7:25:01 AM |
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PCD Project Manager
2/4/2021 7:23:48 AM |
Water report comments- The report is missing the map off the wells and offsite infrastructure. See the requirements pasted as a comment, and update report. | 2/4/2021 7:23:48 AM |
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PCD Project Manager
2/4/2021 7:22:31 AM |
Preliminary Plan Comments-Planning Only | 2/4/2021 7:22:31 AM |
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PCD Project Manager
2/4/2021 7:21:57 AM |
Landscape Exhibit redlines | 2/4/2021 7:21:57 AM |
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PCD Project Manager
2/3/2021 3:03:48 PM |
LOI comments addressed- Thank you. | 2/3/2021 3:03:48 PM | |
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PCD Project Manager
2/3/2021 11:02:59 AM |
Roadway landscape requirements are required (Carefree Circle & Marksheffel). Please see Section 6.2.2, Table 6-1; Additionally, buffer requirements apply as discussed in Section 6.2.2.D.2 . Please provide the Landscape exhibit; this may include a buffer, (screening as required in Section 8.4.2.A.1 also applies) or noise walls etc.... A condition of approval requiring a final landscape plan and noise wall exhibit at time of final plat will be requested with preliminary plan approval. Please provide a preliminary typical landscape / noise wall exhibit for with this preliminary plan application. | 2/3/2021 11:02:59 AM | |
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PCD Project Manager
2/3/2021 11:03:36 AM |
Please note: The ECM identifies a noise wall requirement to meet Federal standards. The Federal standard is now 66db per February 2020- (Source CDOT). Thank You for showing wall along Marksheffel; Please not an updated noise study will be required with Final Plat for Carefree Circle. A condition of approval requiring noise wall along MarkSheffel Road & a future study at time of final plat along Carefree Circle will be requested with preliminary plan. | 2/3/2021 11:03:36 AM | |
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Colorado Springs Public Works
2/3/2021 10:44:57 AM |
Traffic Engineering has no further comments on this item. Zaker Alazzeh, P.E. Traffic Engineering Manager City of Colorado Springs (719) 385-5468 Zaker.Alazzeh@coloradosprings.gov |
2/3/2021 10:44:57 AM | |
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Colorado Springs Public Works
1/28/2021 9:39:25 AM |
All previous comments addressed - SWENT has no further comments on this item. Joel Metzker Stormwater Enterprise City of Colorado Springs 30 S. Nevada Ave., Suite 401 Colorado Springs, CO 80903 Office: (719) 385-7719 joel.metzker@coloradosprings.gov |
1/28/2021 9:39:25 AM | |
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Cherokee Metro Dist
1/25/2021 2:40:14 PM |
1/25/2021 2:40:14 PM | |
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Cherokee Metro Dist
1/25/2021 2:39:43 PM |
1/25/2021 2:39:43 PM | |
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Cherokee Metro Dist
1/25/2021 2:39:12 PM |
Preliminary Plan: Same comments provided 4-12-2019 to Drexel, Barrell & Co. - see attached. | 1/25/2021 2:39:12 PM |
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EPC Health Department
1/9/2021 1:57:16 PM |
1/9/2021 1:57:16 PM | |
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Colorado Springs Public Works
12/30/2020 9:17:41 AM |
City Stormwater Enterprise previous comment was not addressed. The county was emailed on 12/29/2020 requesting if there is an approved drainage report. The county sent the PDR with review comments from the engineer. Detention and water quality are being provided. City Stormwater Enterprise has no comments on this item. Joel Metzker Stormwater Enterprise City of Colorado Springs 30 S. Nevada Ave., Suite 401 Colorado Springs, CO 80903 Office: (719) 385-7719 joel.metzker@coloradosprings.gov |
12/30/2020 9:17:41 AM | |
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Colorado Division of Water Resources
12/28/2020 9:46:26 AM |
12/28/2020 9:46:26 AM | |
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PCD Project Manager
12/10/2020 8:24:57 AM |
Please contact staff if you have any questions. | 12/10/2020 8:24:57 AM | |
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PCD Project Manager
12/10/2020 8:22:59 AM |
Please note: The ECM identifies a noise wall requirement to meet Federal standards. The Federal standard is now 66db per February 2020- (Source CDOT) | 12/10/2020 8:22:59 AM | |
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PCD Project Manager
12/10/2020 8:21:17 AM |
Letter of Intent redlines | 12/10/2020 8:21:17 AM |
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PCD Project Manager
12/10/2020 8:20:46 AM |
Preliminary Plan redlines | 12/10/2020 8:20:46 AM |
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PCD Project Manager
12/10/2020 8:20:11 AM |
Soils and Geology Redlines - Please make sure to address the CGS comments in addition to staff comments. Notes will be carried over to the face of the preliminary plan. | 12/10/2020 8:20:11 AM |
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PCD Project Manager
12/10/2020 8:18:39 AM |
The water resourse report submitted w/ this review lost 17 pages verses the initial report. Please reassemble the report with current data from the two reports. | 12/10/2020 8:18:39 AM | |
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PCD Engineering Division
12/9/2020 4:52:15 PM |
(GEC redlines summary) | 12/9/2020 4:52:15 PM |
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PCD Engineering Division
12/9/2020 4:51:44 PM |
(GEC redlines) | 12/9/2020 4:51:44 PM |
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PCD Engineering Division
12/9/2020 4:50:51 PM |
PBMP Applicability Form redlines | 12/9/2020 4:50:51 PM |
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PCD Engineering Division
12/9/2020 4:49:59 PM |
(PDR redlines summary) | 12/9/2020 4:49:59 PM |
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PCD Engineering Division
12/9/2020 4:49:29 PM |
(PDR redlines) | 12/9/2020 4:49:29 PM |
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PCD Engineering Division
12/9/2020 4:48:20 PM |
See comment letter and redlines. | 12/9/2020 4:48:20 PM |
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PCD Project Manager
12/8/2020 3:14:05 PM |
Roadway landscape requirements are required (Carefree Circle & Marksheffel). Please see Section 6.2.2, Table 6-1; Buffer requirements apply as discussed in Section 6.2.2.D.2 . Please provide the Landscape exhibit; this may include all buffer, (screening as required in Section 8.4.2.A.1 also applies) or noise walls etc.... Perhaps a tapered wall from 8-feet to 6- feet along Marksheffle is appropriate to meet screening requirements. If the noise study is determined to show db greater than 67 (currently grater than 66.4 db in places & greater than 65db in majority) at plat the wall could be increased.... |
12/8/2020 3:14:05 PM | |
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Colorado Springs Airport Advisory Commission
12/8/2020 12:47:33 PM |
Airport staff has no additional comments beyond those previously provided. | 12/8/2020 12:47:33 PM | |
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Colorado Parks and Wildlife
12/8/2020 9:37:32 AM |
12/8/2020 9:37:32 AM | |
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EPC Parks Department
12/4/2020 4:44:22 PM |
See administrative Parks comments attached. | 12/4/2020 4:44:22 PM |
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Parks Advisory Board
12/4/2020 4:42:20 PM |
See administrative Parks comments attached. | 12/4/2020 4:42:20 PM |
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PCD Project Manager
12/8/2020 3:22:53 PM |
Application is not signed by the owner of the parcel that the pond is proposed to be on. Add a second signature sheet. (Is Yes properties retaining the land or are they deeding it to Windermere after the pond is developed)? There was reference to a District being formed to construct the public improvements within the application. Is that the case? When is that application to be submitted? |
12/8/2020 3:22:53 PM | |
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Colorado Geological Survey
12/1/2020 6:14:51 PM |
Preliminary plan amendment to allow 203 single family detached lots on 52.1 acres located northwest of Marksheffel Road and North Carefree Circle. Although not included in the referral documents, a soils and geology study by RMG Engineers dated October 26, 2020 is available for File #SP193. Persistent shallow groundwater occurs at this site and within this region. This is reflected in part where RMG has mapped areas as “seasonally wet” (sw). Within this area they state, “basement construction should be avoided on the proposed lots 72-74 and lots 169-173.” This is not all the lots within the “seasonally wet” map unit. No technical basis has been provided why some lots within this mapped designation should avoid basement construction and not others. Seasonal groundwater monitoring has not been conducted at this site as recommended by the Engineering Criteria Manual (ECM) and extent of seasonal fluctuation is unknown. Without monitoring, potential impacts from groundwater are indeterminate. RMG states, p. 8, “If shallow groundwater conditions are found to exist on additional lots at the time of site-specific subsurface soil investigations, the feasibility of basement construction and/or any recommended mitigation measures are to be addressed at that time.” ECM is clear that discussion of seasonal variations in groundwater levels based on groundwater monitoring are the responsibility of the applicant at the time of initial planning. This is due in part to the fact that regional mitigation such as raising site grades or installing a subdivision wide underdrain system are no longer feasible at the individual house construction phase. Additionally, the “Individual subsurface drainage systems such as the “underslab drainage layer” mentioned in plat note 25 are intended to handle small amounts of intermittent water, are not adequate to mitigate persistent shallow groundwater conditions. This subdivision includes areas of both shallow groundwater and potentially shallow groundwater. CGS recommends the applicant follow ECM recommendations and perform a groundwater monitoring program to determine groundwater depths and extent of seasonal fluctuation. In the absence of such a program and prior to approval of the development plan we recommend it be demonstrated where mitigation of persistent groundwater is taking place from: • Raising site grades; • Garden-level basement construction; and/or, • An underdrain system. Good descriptions of how underdrain systems should be designed, constructed and maintained are available in Colorado Springs Utilities’ groundwater underdrain specifications (https://www.csu.org/extrx/util_dev_svcs/svc_standards/wastewater/chapter/2010_Groundwater_Underdrain_Guidelines.pdf) It is the applicant’s responsibility to demonstrate that groundwater levels will be maintained 3 to 5 feet below base of foundation year-round and how this is achieved should be clearly shown and stated on the plans. Areas where basements are not feasible, areas where specific mitigation allows basements, and areas of high ground above any seasonal groundwater levels should be clearly depicted on the plans and individual lot numbers listed for each area. All areas where basements are considered feasible should clearly state how it was determined that groundwater levels will be maintained 3 to 5 feet below base of foundation. We concur in general with RMG’s Soils and Geology Reports (October 26, 2020) description of surface and subsurface conditions. RMG makes appropriate preliminary recommendations for mitigating the site’s hydrocompactive and expansive soils, and expansive claystone bedrock. CGS agrees that subexcavation and replacement will be necessary where expansive claystone and siltstone bedrock is present near foundation or floor slab levels. Additional geotechnical investigations, including drilling, sampling, lab testing and analysis, are needed to determine the depth and extent of overexcavation and, once site development activities such as grading are complete, to design individual foundations and floor systems. Submitted 12/01/2020 by Jonathan R. Lovekin, P.G. Senior Engineering Geologist, Colorado Geological Survey jlovekin@mines.edu |
12/1/2020 6:14:51 PM | |
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Pikes Peak Regional Building Department
12/1/2020 10:47:11 AM |
1. Marksheffel Road should be labeled at North Marksheffel Road. 2. For assignment of addressing for lots and tracts, place an addressing marker (xxx) where they are intended to be utilized. Lot marker placement to be front door. 3. Provide a 100 scale copy or larger of the entire APPROVED development to this department so that addressing can be assigned. Once received, the DP will be placed on a list to be addressed. Amy Vanderbeek Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2930 E: Amy@pprbd.org |
12/1/2020 10:47:11 AM | |
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EPC Stormwater Review
11/30/2020 5:02:03 PM |
GEC Checklist_v3 | 11/30/2020 5:02:03 PM |
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EPC Stormwater Review
11/30/2020 4:59:05 PM |
EPC Stormwater comments have been provided (in orange text boxes) on the following uploaded documents: - GEC (to be uploaded by the Project Manager) - GEC Checklist Stormwater comments have been resolved on the following documents: - SWMP - ESQCP Please sign and resubmit the following documents: - SWMP Checklist Reviewed by: Christina Furchak Stormwater Engineer III christinafurchak@elpasoco.com |
11/30/2020 4:59:05 PM | |
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Colorado Springs Public Works
11/25/2020 3:27:18 PM |
The response letter did not address previous city traffic comment. "The developer is required to remit to the city of Colorado springs the amount of $75,000 for the future anticipated traffic signal at the intersection of Marksheffel Road and North Carefree Circle." Zaker Alazzeh, P.E. Traffic Engineering Manager City of Colorado Springs (719) 385-5468 Zaker.Alazzeh@coloradosprings.gov |
11/25/2020 3:27:18 PM | |
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County Attorney - Development Review
11/18/2020 11:15:29 PM |
No comments from County Attorney's Office - Development Review at this time. | 11/18/2020 11:15:29 PM | |
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911 Authority - El Paso/Teller County
11/18/2020 8:55:22 AM |
No new street naming. no action required by E911 G. West |
11/18/2020 8:55:22 AM | |
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EPC County Attorney's Office
11/13/2020 1:38:51 PM |
County Attorney's Office will provide review of water sufficiency following receipt of updated findings from the Colorado Division of Water Resources based on updated number of lots and revised water demand. Thank you. | 11/13/2020 1:38:51 PM | |
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Mountain View Electric Association, Inc.
11/12/2020 4:47:42 PM |
Thank you for the opportunity to review this project. No additional comments at this time. Cathy Mountain View Electric Association, Inc. |
11/12/2020 4:47:42 PM | |
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Falcon Fire Protection District
11/12/2020 3:44:11 PM |
Falcon Fire has reviewed this preliminary plan amendment for the Windermere Subdivision and has no additional comment to add to our first round comments of March 2019. Developer Please Note NO HYDRANT REVIEW: This preliminary development review does not include a review of the hydrant system layout. A separate water/hydrant plan shall be submitted to the Falcon Fire Department, 7030 North Meridian Road in Falcon, Colorado for review prior to submittal of construction plans. |
11/12/2020 3:44:11 PM | |
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EPC Environmental Services
11/12/2020 2:06:22 PM |
11/12/2020 2:06:22 PM | |
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Colorado Springs Utilities, Dev, Svc.(includes water resources)
11/12/2020 9:48:35 AM |
Hey Kari, All action items have been addressed and approval is recommended. Let me know if you need anything else from me. Thanks, Ryne Solberg rsolberg@csu.org |
11/12/2020 9:48:35 AM | |
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PCD Project Manager
8/20/2020 5:27:01 PM |
Preliminary Plan Redlines | 8/20/2020 5:27:01 PM |
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PCD Project Manager
8/20/2020 5:26:29 PM |
Verify all items on plan (items are missing) Name of proposed subdivision centered on the top of the plan and at the top of each sheet. On each sheet, a subtitle, in smaller lettering, shall indicate the quarter section(s)(1/4), section, township and range in which the subdivision is located. If the subdivision is a replat of a previously approved subdivision, the replat information shall be included in the subtitle. The name of the County and the State shall be included in the subtitle. Note the subdivision name shall conform to the naming conventions in Section 7.2.5 of the LDC, The words “PRELIMINARY PLAN” clearly stated, Name, address and telephone number of the owners of record located in the lower right hand corner, Date of submission with provisions for dating revisions located in the lower right hand corner, and The location of property lines including location and boundaries of the subdivision if part of a larger area, Approximate layout, dimensions, and area in square feet of each proposed lot or tract to be platted, including the use designation of each tract, No build areas with approximate dimensions, The footprint and intended use of existing buildings, Park Gazebo Approximate location of land intended to be conveyed or reserved for public use or reserved in the deeds for the use of all property owners, residents, or general public and the proposed method of dedication and maintenance of such land to include, but not limited to, parks; trails, open space; streets; bikeways, paths, trails, schools and school sites; utilities, and community and social service facilities. All locations or lands shall be identified as public or private. The use designations and final ownership of all property proposed to be set aside for public and private facilities including the area of each tract to be set aside, A number associated with each lot and block in the subdivision, beginning with the numeral 1 (one) and continuing consecutively throughout the property being subdivided, with no omissions or duplications. Tracts shall be given an alpha designation. All lot, block, and tract numbering shall conform to the provisions of Section 7.2.5 of the LDC, and Boundary description of subject property and written legal description. Accurate existing contours shall be shown at intervals of two (2) feet or less; contours at intervals of five (5) feet will be acceptable where the slope is greater than ten percent. Said contours shall be extended onto adjacent property for a distance of 200 feet or as otherwise needed to establish proper topographical relationships. Elevations based on United States Geologic Survey (U.S.G.S.) sea level datum. The U.S.G.S. quad maps shall not be accepted as evidence for topographic contours. Hazards & Constraints Approximate location of all areas of floodplain, inundation, or storm water overflow and the location, widths, and direction of flow of all water courses, Areas of geological hazards, constraints Delineation of all other hazardous and Unsuitable Building Areas The location of watercourses, irrigation ditches, and laterals, The approximate length of all street centerlines, grades, radii of curves, type of curb, gutter, and sidewalk, Right-of-way lines, widths, locations, surfacing, and street names of all existing and proposed streets within and immediately adjacent to, the property being subdivided, including the classification of each of the streets. Street names shall be approved by El Paso Teller E-911 Authority. Alleys, greenways, bikeways, trails, and other transportation links shall also be indicated. The location, widths and approximate grades and curve radii of all streets/roads within the subdivision, Location, names, centerlines, and surfacing of adjoining streets/roads and highways, The approximate locations, dimensions, ownership and use designations of all proposed or existing easements, The location and ownership of rights-of-way and other rights of all irrigation ditches and laterals, and Existing and proposed location of bridges, culverts, and provisions for collection and discharge of surface drainage including detention facilities. The names and locations of adjoining subdivisions, unsubdivided and public lands, The location of areas around existing or proposed key facilities in which development may have a material effect upon the facility or the surrounding community, Designation, disposition, and location of proposed school, park and other public site areas, All proposed and existing fire hydrant or cistern locations, and Payment of lieu of dedication notations. Summary Information Final total gross acreage, the total number of lots, gross density, net density, and net acreage of the subdivision, and The net acreage of land to be dedicated for public streets; and for other public uses; and developed for private uses and/or facilities including drainage facilities, private parks, open space, and recreation centers. |
8/20/2020 5:26:29 PM | |
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PCD Project Manager
8/20/2020 4:53:53 PM |
Waste Water report requirements were enacted 9/1/2019. Provide a report that meets all the Section 8.4.8 Code requirements please. A report was not submitted. Tim, Please review report and verify that each item in section is in the report. Data should be with a years time. | 8/20/2020 4:53:53 PM | |
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PCD Project Manager
8/20/2020 4:51:24 PM |
Geology report did not change from original comments. Section 8.4.9 Geology and Soils Report Code revisions were enacted 9/2019, update the report to the requirements and address CGS and Staff comments. | 8/20/2020 4:51:24 PM |
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PCD Project Manager
8/20/2020 4:44:36 PM |
Subdivision Summary Form- Break out the tracts from the lots, break that into utility tracts verses park tracts.. | 8/20/2020 4:44:36 PM | |
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PCD Project Manager
8/20/2020 4:43:20 PM |
Water Resource Report, The Fosgren report included in the water report is outdated...it is from 2016. (Provide an up to date supply, demand, sources (existing wells, aquifers) and where and what amount the district is looking to get water from in the future. Is it alluvial water? Is it surface? Is it both?) Look at the revised water resource report requirements in Section 8.4.7 of the Code, under the amended subdivision regulations our PCD website ( https://assets-planningdevelopment.elpasoco.com/wp-content/uploads/LDC-Resolution/19-329-BOCC-Subdivsion-REGS.pdf ) and go line by line and verify information is in this water report please. Review the 2019 Water Master Plan for helpful language. |
8/20/2020 4:43:20 PM | |
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PCD Project Manager
8/20/2020 2:18:43 PM |
Letter of Intent - Please look at sample i provided in comment and update criteria for approval. The previous prelim plan I believe is expired add language of when it was approved and what it was for.... | 8/20/2020 2:18:43 PM |
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PCD Project Manager
8/19/2020 4:15:08 PM |
Application is not signed. | 8/19/2020 4:15:08 PM | |
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Colorado Parks and Wildlife
8/19/2020 8:48:13 AM |
8/19/2020 8:48:13 AM | |
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PCD Engineering Division
8/17/2020 10:11:12 PM |
(GEC redlines) | 8/17/2020 10:11:12 PM |
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PCD Engineering Division
8/17/2020 10:10:43 PM |
(PDR redlines summary) | 8/17/2020 10:10:43 PM |
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PCD Engineering Division
8/17/2020 10:10:16 PM |
(PDR redlines) | 8/17/2020 10:10:16 PM |
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PCD Engineering Division
8/17/2020 10:09:35 PM |
(TIS redlines summary) | 8/17/2020 10:09:35 PM |
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PCD Engineering Division
8/17/2020 10:09:13 PM |
(TIS redlines) | 8/17/2020 10:09:13 PM |
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PCD Engineering Division
8/17/2020 10:08:07 PM |
See comment letter and redlines. | 8/17/2020 10:08:07 PM |
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Parks Advisory Board
8/13/2020 3:10:46 PM |
See administrative Parks comments attached. | 8/13/2020 3:10:46 PM |
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Colorado Springs Public Works
7/31/2020 11:46:57 AM |
SWENT has the following comments: There is a GESQCP. Since there is a grading plan, is there a SWMP and drainage report? I didn't see them on the website. The letter of intent says there will be a water quality pond which would need a report. T.J. Gadja |
7/31/2020 11:46:57 AM | |
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EPC Stormwater Review
7/31/2020 10:03:29 AM |
SWMP Checklist | 7/31/2020 10:03:29 AM |
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EPC Stormwater Review
7/31/2020 10:02:58 AM |
SWMP | 7/31/2020 10:02:58 AM |
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EPC Stormwater Review
7/31/2020 10:02:09 AM |
GEC Checklist | 7/31/2020 10:02:09 AM |
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EPC Stormwater Review
7/31/2020 9:48:29 AM |
GEC | 7/31/2020 9:48:29 AM |
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EPC Stormwater Review
7/31/2020 9:48:00 AM |
ESQCP | 7/31/2020 9:48:00 AM |
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EPC Stormwater Review
7/31/2020 10:05:14 AM |
Review 1: Stormwater comments have been provided on the following uploaded documents: - ESQCP - GEC - SWMP - SWMP Checklist Please include the following uploaded documents on resubmittal: - GEC Checklist Reviewed by: Glenn Reese Stormwater Engineer I glennreese@elpasoco.com |
7/31/2020 10:05:14 AM | |
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Pikes Peak Regional Building Department
7/29/2020 9:24:37 AM |
same preliminary plan information submitted twice | 7/29/2020 9:24:37 AM | |
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Pikes Peak Regional Building Department
7/29/2020 9:21:25 AM |
Floodplain 1. Keith Curtis, the Floodplain administrator was not added to this submittal therefore, Enumerations is responding for Floodplain. The series map is G not F. Please edit. Enumerations STANDARD ENUMERATIONS COMMENTS-DEVELOPMENT PLAN: 1. For assignment of addressing for lots and tracts, place an addressing marker (xxx) where they are intended to be utilized. Lot marker placement to be the front door. 2. Provide a 100 scale copy or larger of the entire APPROVED development to this department so that addressing can be assigned. Once received, the DP will be placed on a list to be addressed. 3. An email from El Paso/Teller County 9-1-1 Authority, reserving the street name is required to be emailed to the Enumerations department. Amy@pprbd.org |
7/29/2020 9:21:25 AM | |
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Colorado Geological Survey
7/28/2020 4:43:22 PM |
Possible duplicate SP193 referral? Re-posting our 7/28/2020 SP193 comments: Preliminary plan amendment to allow 203 single family detached lots on 52.1 acres located northwest of Marksheffel Road and North Carefree Circle. No new geologic or geotechnical information is included with the currently available referral documents, so CGS's 10/30/2014 Windermere Preliminary Plan (SP-14-013) review comments remain valid: Very shallow groundwater was observed at six feet below the ground surface in RMG’s boring TB-6 in the northeastern portion of the site, near the proposed detention basin. The applicant should verify that site grades in this area will be raised a sufficient distance to provide at least three feet of separation between lowermost floor and crawlspace levels and shallowest anticipated groundwater levels. If the applicant cannot verify that the minimum 3-ft separation between lowermost floor or crawlspace levels and the shallowest anticipated groundwater surface can be maintained year-round, then full-depth basements should not be allowed. It is outside the scope of CGS review to determine whether the 3-ft minimum separation distance exists. Plat note 23 states, "The shallow groundwater condition(s) shall be mitigated on a lot by lot basis at the time of the subsurface soils investigation." As discussed above, in areas where lowermost (basement) floor levels would be less than three feet above shallowest anticipated water levels, based on the grading plans, basements should not be allowed. Individual subsurface drainage systems such as the "underslab drainage layer" mentioned in plat note 26 are intended to handle small amounts of intermittent water, and may not be used to mitigate a persistent shallow groundwater condition. Plat note 26 does not make sense as written: "If groundwater is encountered within 4 to 6 feet of finished floor elevations, an underslab drainage layer may be required in areas of very shallow water, basement and crawl space construction may not be feasible." Is there supposed to be a period between the words required and in? Also, see our plat note 23 comment prohibiting the use of individual subsurface drain systems to mitigate a persistent shallow groundwater condition. Soil and bedrock engineering properties. RMG’s Preliminary Soils and Geology Report (March 5, 2014) contains an adequate description of surface and subsurface conditions, and makes appropriate preliminary recommendations for mitigating the site’s hydrocompactive and expansive soils, and expansive claystone bedrock. I agree that subexcavation and replacement will be necessary where expansive claystone and siltstone bedrock is present near foundation or floor slab levels. Additional geotechnical investigations, including drilling, sampling, lab testing and analysis, are needed to determine the depth and extent of overexcavation and, once site development activities such as grading are complete, to design individual foundations and floor systems. |
7/28/2020 4:43:22 PM | |
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Colorado Geological Survey
7/28/2020 4:40:09 PM |
Preliminary plan amendment to allow 203 single family detached lots on 52.1 acres located northwest of Marksheffel Road and North Carefree Circle. No new geologic or geotechnical information is included with the currently available referral documents, so CGS's 10/30/2014 Windermere Preliminary Plan (SP-14-013) review comments remain valid: Very shallow groundwater was observed at six feet below the ground surface in RMG’s boring TB-6 in the northeastern portion of the site, near the proposed detention basin. The applicant should verify that site grades in this area will be raised a sufficient distance to provide at least three feet of separation between lowermost floor and crawlspace levels and shallowest anticipated groundwater levels. If the applicant cannot verify that the minimum 3-ft separation between lowermost floor or crawlspace levels and the shallowest anticipated groundwater surface can be maintained year-round, then full-depth basements should not be allowed. It is outside the scope of CGS review to determine whether the 3-ft minimum separation distance exists. Plat note 23 states, "The shallow groundwater condition(s) shall be mitigated on a lot by lot basis at the time of the subsurface soils investigation." As discussed above, in areas where lowermost (basement) floor levels would be less than three feet above shallowest anticipated water levels, based on the grading plans, basements should not be allowed. Individual subsurface drainage systems such as the "underslab drainage layer" mentioned in plat note 26 are intended to handle small amounts of intermittent water, and may not be used to mitigate a persistent shallow groundwater condition. Plat note 26 does not make sense as written: "If groundwater is encountered within 4 to 6 feet of finished floor elevations, an underslab drainage layer may be required in areas of very shallow water, basement and crawl space construction may not be feasible." Is there supposed to be a period between the words required and in? Also, see our plat note 23 comment prohibiting the use of individual subsurface drain systems to mitigate a persistent shallow groundwater condition. Soil and bedrock engineering properties. RMG’s Preliminary Soils and Geology Report (March 5, 2014) contains an adequate description of surface and subsurface conditions, and makes appropriate preliminary recommendations for mitigating the site’s hydrocompactive and expansive soils, and expansive claystone bedrock. I agree that subexcavation and replacement will be necessary where expansive claystone and siltstone bedrock is present near foundation or floor slab levels. Additional geotechnical investigations, including drilling, sampling, lab testing and analysis, are needed to determine the depth and extent of overexcavation and, once site development activities such as grading are complete, to design individual foundations and floor systems. |
7/28/2020 4:40:09 PM | |
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Mountain View Electric Association, Inc.
7/28/2020 9:34:07 AM |
7/28/2020 9:34:07 AM | |
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Colorado Springs Airport Advisory Commission
7/24/2020 7:58:25 AM |
Airport staff has no additional comments to provide on this item. | 7/24/2020 7:58:25 AM | |
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EPC Parks Department
7/23/2020 4:39:42 PM |
See final Parks comments attached. | 7/23/2020 4:39:42 PM |
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EPC Parks Department
7/23/2020 4:38:47 PM |
See final Parks comments attached. | 7/23/2020 4:38:47 PM |
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EPC Environmental Services
7/17/2020 11:05:57 AM |
7/17/2020 11:05:57 AM | |
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EPC Environmental Services
7/17/2020 11:05:08 AM |
7/17/2020 11:05:08 AM | |
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Colorado Springs Public Works
7/17/2020 10:05:42 AM |
Engineering Development Review has no comments on this item. Patrick V. Morris Civil Engineer II Public Works/Engineering Development Review City of Colorado Springs 30 S. Nevada Ave., Suite 401 Colorado Springs, CO 80903 tel: 719-385-5075 Main: 719-385-5979 patrick.morris@coloradosprings.gov |
7/17/2020 10:05:42 AM | |
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Colorado Springs Public Works
7/16/2020 10:19:06 AM |
Traffic Engineering has the following comments: 1- The developer is required to remit to the city of Colorado springs the amount of $75,000 for the future anticipated traffic signal at the intersection of Marksheffel Road and North Carefree Circle. 2- Traffic Engineering agrees with the Traffic Impact Analysis (TIA) proposed roadway improvements. Zaker Alazzeh, P.E. Traffic Engineering Manager City of Colorado Springs (719) 385-5468 Zaker.Alazzeh@coloradosprings.gov |
7/16/2020 10:19:06 AM | |
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Falcon Fire Protection District
7/14/2020 10:42:59 AM |
Falcon Fire has no new or additional comments to add to those provided and attached again here from March 5, 2020. | 7/14/2020 10:42:59 AM |
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Colorado Springs Utilities, Dev, Svc.(includes water resources)
7/13/2020 8:04:18 AM |
Hey Kari, All action items have been addressed and approval is recommended. Let me know if you need anything else from me. Thanks, Ryne |
7/13/2020 8:04:18 AM | |
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County Attorney - Development Review
7/12/2020 5:26:48 PM |
No comments from County Attorney's Office - Development Review at this time. | 7/12/2020 5:26:48 PM | |
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County Attorney - Development Review
7/12/2020 5:23:48 PM |
This appears to be a duplicate referral. | 7/12/2020 5:23:48 PM | |
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EPC County Attorney's Office
7/10/2020 2:56:51 PM |
This appears to be a duplicative EDARP entry. | 7/10/2020 2:56:51 PM | |
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EPC County Attorney's Office
7/10/2020 2:55:53 PM |
County Attorney's Office will provide review of water sufficiency following receipt of updated findings from the Colorado Division of Water Resources based on updated number of lots and revised water demand. Thank you. | 7/10/2020 2:55:53 PM | |
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911 Authority - El Paso/Teller County
7/9/2020 11:50:26 AM |
Street naming approved 02/16/2019 No action required be E911 G. West |
7/9/2020 11:50:26 AM | |
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911 Authority - El Paso/Teller County
7/9/2020 11:49:38 AM |
Street naming approved 02/16/2019 No action required be E911 G. West |
7/9/2020 11:49:38 AM | |
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Parks Advisory Board
5/7/2019 2:01:05 PM |
5/7/2019 2:01:05 PM | |
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Parks Advisory Board
4/26/2019 9:30:51 AM |
4/26/2019 9:30:51 AM | |
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EPC County Attorney's Office
4/15/2019 1:04:32 PM |
Please submit an updated commitment letter from the Cherokee Metro District. The most recent letter, dated July 6, 2018, conditions the District's commitment upon final plat approval being obtained within one year. There is currently no final plat application in eDARP; I am therefore concerned that this deadline will not be met. | 4/15/2019 1:04:32 PM | |
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Colorado Springs Airport Advisory Commission
4/3/2019 4:27:13 PM |
The Airport Advisory Commission approved the recommendations/comments from Airport staff for the Windermere Preliminary Plan amendment at the meeting held on March 27, 2019. The updated summary sheet is attached. | 4/3/2019 4:27:13 PM |
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PCD Project Manager
3/28/2019 12:31:03 PM |
Please revise items requested and upload. | 3/28/2019 12:31:03 PM | |
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PCD Project Manager
3/28/2019 12:29:44 PM |
Traffic Summary for redlines | 3/28/2019 12:29:44 PM |
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PCD Project Manager
3/28/2019 12:29:21 PM |
Traffic redlines | 3/28/2019 12:29:21 PM |
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PCD Project Manager
3/28/2019 12:28:58 PM |
Preliminary Plan Redlines with Summary | 3/28/2019 12:28:58 PM |
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PCD Project Manager
3/28/2019 12:28:31 PM |
Soils and Geology Redlines with Summary | 3/28/2019 12:28:31 PM |
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PCD Project Manager
3/28/2019 12:28:06 PM |
Drainage Report Summary of redlines | 3/28/2019 12:28:06 PM |
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PCD Project Manager
3/28/2019 12:27:18 PM |
Drainage Report redlines | 3/28/2019 12:27:18 PM |
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PCD Project Manager
3/28/2019 12:26:22 PM |
GES Summary sheet for redlines | 3/28/2019 12:26:22 PM |
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PCD Project Manager
3/28/2019 12:25:20 PM |
LOI redlines | 3/28/2019 12:25:20 PM |
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PCD Project Manager
3/28/2019 12:25:00 PM |
GEC Redlines | 3/28/2019 12:25:00 PM |
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EPC Parks Department
3/28/2019 11:13:30 AM |
3/28/2019 11:13:30 AM | |
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EPC Health Department
3/27/2019 6:22:49 PM |
3/27/2019 6:22:49 PM | |
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PCD Engineering Division
3/20/2019 11:27:00 PM |
See comment letter and redlines. | 3/20/2019 11:27:00 PM |
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Pikes Peak Regional Building Department
3/18/2019 3:37:19 PM |
1. The configuration and lot count has change from the original in 2014. The area will need to be readdressed. 2. Street names are approved. 3. Provide a 100 scale copy or larger of the entire development to this department, so that addressing can be assigned. Once received; the DP will be placed on a list to be addressed in the order received. |
3/18/2019 3:37:19 PM | |
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PCD Project Manager
3/18/2019 11:16:54 AM |
Preliminary Plan checklist for Planning- Verify all items on this list are shown. Your missing items. Contact Jeff for engineering checklists. | 3/18/2019 11:16:54 AM |
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Colorado Springs Utilities, Dev, Svc.(includes water resources)
3/18/2019 10:44:59 AM |
Hey Kari, Attached is the review memo for the subject application. There is one action item relating to showing the existing gas and electric utilities. Please let me know if you need anything further from me. Thanks, Ryne |
3/18/2019 10:44:59 AM |
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PCD Project Manager
3/18/2019 10:44:37 AM |
Application form comments. Missing parcel no.; incorrect zone; no description. Please note that the water and waste water commitment letter expires per the District's verbiage in July 2019. Please obtain another letter so the letter is valid at the BoCC hearing. |
3/18/2019 10:44:37 AM |
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Colorado Springs Airport Advisory Commission
3/15/2019 10:50:28 AM |
Attached is the summary with comments for the subject land use item. This will be presented at the March 27, 2019 Airport Advisory Commission meeting. | 3/15/2019 10:50:28 AM |
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Colorado Division of Water Resources
3/6/2019 8:55:41 AM |
3/6/2019 8:55:41 AM | |
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Falcon Fire Protection District
3/5/2019 11:01:22 AM |
3/5/2019 11:01:22 AM | |
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EPC Environmental Services
3/1/2019 2:53:18 PM |
3/1/2019 2:53:18 PM | |
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Mountain View Electric Association, Inc.
2/28/2019 3:18:48 PM |
2/28/2019 3:18:48 PM | |
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911 Authority - El Paso/Teller County
2/26/2019 2:19:06 PM |
See attached | 2/26/2019 2:19:06 PM |
EDARP