View: Project Documents
| Agency | Comment | ||
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County Attorney - Development Review
7/21/2021 1:45:40 PM |
I have taken an initial look at the ROW license agreement. It needs revision and I recommend that the applicant really think through the steps needed to accomplish the objective, and I further recommend that applicant consider consulting with an attorney or a planning consultant if needed. The agreement states that it is for landscaping in the Teleo Court ROW. It is my understanding that this is not correct; that the applicant actually needs a license to build and maintain a road in the public ROW from the western end of Teleo Court to the properties to the west. Further, the applicant names "Wyoming Estates and/or Home Run Restoration" as the Licensee. This is not acceptable; one entity must be selected. It is not clear if applicant intends to make an HOA or one or more individual property owners responsible for the ongoing maintenance of the public road. Whichever, the applicant chooses, the County needs to be assured that the road will be regularly and adequately maintained to provide safe access to the properties to the west. This may be more easily accomplished by assigning responsibility to the HOA. Regardless, the covenants or some other recorded maintenance agreement (not this ROW license) must set forth the specific maintenance responsibilities and provide a fund mechanism for them. County Attorney's Office will need to review that document as well. |
7/21/2021 1:45:40 PM | |
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County Attorney - Development Review
6/18/2021 3:59:13 PM |
Attached is the updated template for the ROW License Agreement. Please complete and return for review. | 6/18/2021 3:59:13 PM |
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County Attorney - Development Review
4/3/2021 12:34:20 AM |
Changes to signature block on SIA. If acceptable, please accept redlines and upload. | 4/3/2021 12:34:20 AM |
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PCD Engineering Division
3/30/2021 5:50:08 PM |
Engineering comments have been resolved. The approved engineering documents will be uploaded once approved by the ECM administrator. reviewed by: Daniel Torres danieltorres@elpasoco.com |
3/30/2021 5:50:08 PM | |
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EPC Stormwater Review
3/30/2021 3:41:12 PM |
Review 6: All Stormwater comments have been addressed. Reviewed by: Christina Furchak Stormwater Engineer III christinafurchak@elpasoco.com |
3/30/2021 3:41:12 PM | |
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County Attorney - Development Review
3/30/2021 2:09:14 PM |
Proposed changes to SIA dated July 14, 2020 remain unaddressed. | 3/30/2021 2:09:14 PM | |
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PCD Project Manager
3/16/2021 10:37:06 AM |
Planning Division has no further comments at this time. Project may be scheduled for public hearing, pending resolution of all other outstanding comments. | 3/16/2021 10:37:06 AM | |
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PCD Project Manager
3/10/2021 6:48:30 AM |
Plat drawing comment attached. Also includes PCD Engineering comment. | 3/10/2021 6:48:30 AM |
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PCD Project Manager
3/10/2021 6:48:09 AM |
PCD Engineering construction drawing comment attached. | 3/10/2021 6:48:09 AM |
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PCD Engineering Division
3/9/2021 9:12:45 PM |
Review 5 comments on the following documents will be uploaded by the project manager: -Plat: minor comment -Construction Drawings: minor comment Please submit the deviation request regarding the cover over the culvert. Please be sure to address the previous comments provided. Signed (by engineer & owner/developer) engineer documents may be submitted for approval by the ECM administrator. PCD Engineering comments on the following documents have been resolved: -Drainage Report -GEC -Traffic letter Reviewed by: Daniel Torres danieltorres@elpasoco.com |
3/9/2021 9:12:45 PM | |
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PCD Project Manager
3/9/2021 2:08:42 PM |
PCD Project Manager is coordinating with Office of County Attorney for clarification regarding comments and requirements. | 3/9/2021 2:08:42 PM | |
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EPC Stormwater Review
3/9/2021 8:20:00 AM |
PBMP Applicability Form_v5 | 3/9/2021 8:20:00 AM |
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EPC Stormwater Review
3/9/2021 8:17:48 AM |
Review 5: EPC Stormwater comments have been provided on the following uploaded documents: - PBMP Applicability Form Please sign and return the following documents: - PBMP Applicability Form - GEC Plan - ESQCP (2019 Version) Reviewed by: Christina Furchak Stormwater Engineer III christinafurchak@elpasoco.com |
3/9/2021 8:17:48 AM | |
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County Attorney - Development Review
2/25/2021 5:13:25 PM |
1. Proposed changes to SIA dated July 14, 2020 remain unaddressed. 2. To vacate the existing easement that was established by deed, the owners of all Benefited Parcels must sign or ratify the plat, or they must quitclaim the easement back to the current property owner prior to plat recording. |
2/25/2021 5:13:25 PM | |
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EPC Health Department
1/31/2021 8:12:34 PM |
1/31/2021 8:12:34 PM | |
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County Attorney - Development Review
1/6/2021 12:50:21 PM |
Proposed changes to Detention Maintenance Agreement (uploaded as License Agreement) are attached. Comments on SIA and Maintenance Agreement from July 14 remain unaddressed. |
1/6/2021 12:50:21 PM |
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PCD Project Manager
12/30/2020 10:41:55 AM |
Traffic memo comments attached. Includes PCD Engineering comments. | 12/30/2020 10:41:55 AM |
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PCD Project Manager
12/30/2020 10:36:05 AM |
Plat comments attached. Also includes PCD Engineering comments. | 12/30/2020 10:36:05 AM |
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PCD Project Manager
12/30/2020 10:34:16 AM |
GEC plan comments attached. Includes PCD Engineering and EPC Stormwater comments. | 12/30/2020 10:34:16 AM |
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PCD Project Manager
12/30/2020 10:33:15 AM |
Drainage report comments attached. Includes PCD Engineering comments. | 12/30/2020 10:33:15 AM |
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PCD Project Manager
12/30/2020 10:32:49 AM |
Construction drawing comments attached. Includes PCD Engineering comments. | 12/30/2020 10:32:49 AM |
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PCD Engineering Division
12/29/2020 11:50:35 AM |
Review 4 comments on the following documents will be uploaded by the project manager: -Traffic letter: Please submit a traffic memo per ECM appendix B signed by a licensed engineer. This development does not meet the criteria in ECM appendix B for not providing a traffic study. A traffic memo per ECM criteria must be submitted for review. -Plat -Drainage Report -GEC -Construction Drawings PCD Engineering comments on the following documents have been resolved: -Letter of Intent -ESQCP -FAE Reviewed by: Daniel Torres danieltorres@elpasoco.com |
12/29/2020 11:50:35 AM | |
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EPC Stormwater Review
12/29/2020 10:07:35 AM |
GEC & SWMP Checklists | 12/29/2020 10:07:35 AM |
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Colorado Division of Water Resources
12/28/2020 11:39:14 AM |
Please see our comments from our letter dated August 5, 2020. | 12/28/2020 11:39:14 AM |
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EPC Stormwater Review
12/29/2020 10:04:52 AM |
Review 4: EPC Stormwater comments have been provided on the following uploaded documents: - GEC (to be uploaded by the Project Manager with PCD comments) - GEC Checklist - SWMP Checklist Please sign and return the following documents: - PBMP Applicability Form - ESQCP Reviewed by: Christina Furchak Stormwater Engineer III christinafurchak@elpasoco.com |
12/29/2020 10:04:52 AM | |
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Colorado Geological Survey
12/21/2020 10:59:20 AM |
The Colorado Geological Survey (CGS) previously reviewed project MS196 on 7/8/2019 and 8/4/2020. The recommendations in those reviews remain valid and are repeated here. “The site does not contain steep slopes, is located in an "Area of Minimal Flood Hazard," is not undermined, and is not exposed to any geologic hazards or unusual geotechnical constraints that would preclude the proposed residential use and density. Groundwater Investigations LLC's Soils and Geology Investigation for Wyoming Estates 3050 N. Curtis Road (February 27, 2020) describes subsurface conditions based on the results of eight test pits excavated to evaluate OWTS feasibility. If full depth basements are planned, these test pits do not extend deep enough to be useful for foundation design. CGS agrees with GWI (page 5) that "additional borings will be necessary prior to foundation excavation and subsequentially re-evaluated upon completion of the foundation excavation and prior to the placement of any framework.”" CGS recommends that a note be added to the construction plans requiring site-specific borings once building locations have been determined. The borings should be deep enough to determine the feasibility of basements on each site (if planned). “The site is mapped as underlain by eolian (wind-deposited) sand and silt, described as "moderately compacted." Eolian soils tend to be loose, fine-grained, low density, and hydrocompactive, meaning they can lose strength, settle, compress, or collapse under a structural load and/or when water infiltrates the soils. The soils are underlain at unknown depth by sandstone and claystone of the Jimmy Camp or Denver Formation. If claystone layers capable of producing high swell pressures are present within a few feet of foundation bearing elevations, they can cause structural damage if not properly characterized and mitigated. Once building locations have been identified, lot-specific geotechnical investigations consisting of drilling, sampling, lab testing and analysis will be needed to: determine the thickness and extent to which the soils beneath each proposed structure are subject to collapse under loading and/or wetting; characterize soil and bedrock engineering properties such as density, strength, water content, swell/consolidation potential and bearing capacity; determine depths to groundwater, bedrock, and any impermeable layers that might lead to development of a perched water condition; verify the feasibility of full-depth basements, if planned; and provide earthwork, foundation, floor system, subsurface drainage, and pavement recommendations for design purposes. It is imperative that grading, surface drainage, and subsurface drainage are correctly designed, constructed and maintained to prevent wetting of potentially collapsible soils in the immediate vicinity of foundation elements.” CGS has no objection to approval of the four-lot minor subdivision as proposed, provided that a note is added to the construction plans requiring additional site-specific borings once building locations have been determined. These borings should be deep enough to determine the feasibility of basements at each site (if planned). |
12/21/2020 10:59:20 AM | |
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Pikes Peak Regional Building Department
12/17/2020 3:38:36 PM |
On July 31,2020 I added the address that need to be added to the plat. Amy Vanderbeek Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2930 |
12/17/2020 3:38:36 PM | |
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EPC County Attorney's Office
12/2/2020 3:23:09 PM |
County Attorney's Office provided water sufficiency findings on 11/5/20. No further review needed by County Attorney's Office at this time. Thank you. | 12/2/2020 3:23:09 PM | |
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Upper Black Squirrel Creek GWMD
12/1/2020 2:14:01 PM |
The Upper Black Squirrel has reviewed the water supply for Wyoming Estates. In it, it states that each parcel will be given .455 AF/YR through determination of water right no. 3542-BD, that complies with the district's rule 17, which allows up to .5 acre-feet per year. Applicant is required to install totalizing flow meters on each well per the determination of water right and the district will require monthly meter readings from those wells per the District's rule 21. Those readings can be submitted electronically through email. | 12/1/2020 2:14:01 PM | |
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RBD Floodplain
12/1/2020 10:07:51 AM |
Firm panel number is incorrect on preliminary plat but correct on the final plat | 12/1/2020 10:07:51 AM | |
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Colorado Department of Transportation - Pueblo Office
11/30/2020 3:21:48 PM |
CDOT staff does not have any comments for this development. No comments. | 11/30/2020 3:21:48 PM | |
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Colorado Parks and Wildlife
11/5/2020 1:07:51 PM |
11/5/2020 1:07:51 PM | |
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EPC County Attorney's Office
11/5/2020 12:38:39 PM |
Applicant must submit a revised WSIS that makes clear that the additional .78 AF/year per lot is for both irrigation and stock watering and not .78 AF/year for each activity. | 11/5/2020 12:38:39 PM |
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PCD Project Manager
11/3/2020 8:10:41 AM |
Plat Drawing_V3 Redlines | 11/3/2020 8:10:41 AM |
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PCD Project Manager
11/3/2020 8:10:32 AM |
PBMP Applicability Form_V3 Redlines | 11/3/2020 8:10:32 AM |
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PCD Project Manager
11/3/2020 8:10:23 AM |
Letter of Intent_V3 Redlines | 11/3/2020 8:10:23 AM |
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PCD Project Manager
11/3/2020 8:09:36 AM |
GEC Plan_V3 Redlines | 11/3/2020 8:09:36 AM |
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PCD Project Manager
11/3/2020 8:09:31 AM |
Grading & Erosion Control checklist_V3 Redlines | 11/3/2020 8:09:31 AM |
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PCD Project Manager
11/3/2020 8:09:05 AM |
FAE_V3 Redlines | 11/3/2020 8:09:05 AM |
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PCD Project Manager
11/3/2020 8:08:55 AM |
ESQCP_V3 Redlines | 11/3/2020 8:08:55 AM |
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PCD Project Manager
11/3/2020 8:08:51 AM |
Drainage Report_V3 Redlines | 11/3/2020 8:08:51 AM |
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PCD Project Manager
11/3/2020 8:08:10 AM |
Construction Drawings_V3 Redlines | 11/3/2020 8:08:10 AM |
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EPC Stormwater Review
10/29/2020 5:48:33 PM |
PBMP Applicability Form_v3 | 10/29/2020 5:48:33 PM |
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EPC Stormwater Review
10/29/2020 5:48:07 PM |
GEC Checklist_v3 | 10/29/2020 5:48:07 PM |
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EPC Stormwater Review
10/29/2020 5:49:58 PM |
Review 3: EPC Stormwater comments have been provided on the following uploaded documents: - GEC (to be uploaded by the PM) - GEC Checklist - PBMP Applicability Form Please provide the following documents: - O&M for water quality ponds - MS4 - SDI EPC Stormwater comments have been resolved on the following documents: - SWMP Reviewed by: Christina Furchak Stormwater Engineer III christinafurchak@elpasoco.com |
10/29/2020 5:49:58 PM | |
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Pikes Peak Regional Building Department
10/29/2020 12:26:51 PM |
Place the addresses on the lots. Enumerations can review this at the mylar stage. No further comment. |
10/29/2020 12:26:51 PM | |
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PCD Engineering Division
11/1/2020 7:24:56 PM |
Review 3 comments on the following documents will be uploaded by the project manager: -Letter of Intent -Traffic letter: Review 2 comments were not addressed. Please submit a traffic memo by a licensed engineer. -Plat -ESQCP -Drainage Report -GEC -Construction Drawings -FAE Please also refer to any comments from the stormwater engineer. Reviewed by: Daniel Torres danieltorres@elpasoco.com |
11/1/2020 7:24:56 PM | |
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County Attorney - Development Review
10/26/2020 2:15:04 PM |
County Attorney's Office comments from July 14 remain unaddressed. | 10/26/2020 2:15:04 PM | |
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RBD Floodplain
10/9/2020 9:51:28 AM |
"preliminary plat" document floodplain statement is not correct , however the document titled "plat drawing" does have the correct note | 10/9/2020 9:51:28 AM | |
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Upper Black Squirrel Creek GWMD
8/19/2020 2:51:43 PM |
The Upper Black Squirrel Creek GWMD has the following comments: In addition to the foregoing rules and regulations, the Board of Directors of the Upper Black Squirrel Creek Ground Water Management District have enacted the following policy to be followed in formulating the District's response to proposed subdivision referrals from the EI Paso County Land Use Department: The District encourages the uses of central (municipal) water and wastewater systems, as opposed to the use of individual wells and septic systems in any proposed subdivision consisting of three or more lots, in order to minimize the possibility of contamination of the alluvial aquifer and to protect the already over-appropriated ground water resources of the Upper Black Squirrel Creek Designated Ground Water Basin. The minor subdivision will be limited to .5 acre-feet per year for the 4 lots based on our rule 17. 17. LARGE CAPACITY WELLS-USE IN SUBDIVISIONS. This rule shall be applicable to all wells proposed to be permitted pursuant to §37-90-107, C.R.S. after the effective date of this rule, including wells re-permitted following a change in use proceeding and wells proposed to be permitted following a determination of water right, for withdrawals from the Upper Black Squirrel Alluvial, Dawson, Denver, Arapahoe, and Laramie-Fox Hills aquifers for the purpose of: (a) Supplying water to one or more single family residence(s), condominium(s), apartment(s), or multiple-dwelling unites) located in any Subdivision or cluster development within the District; (b) Supplying water for the irrigation of greenbelts, common areas, out lots, or equivalent in any Subdivision or cluster development within the District; 01' (c) Supplying water to ponds, reservoirs, creeks, ditches, fountains, or other water features in any Subdivision or cluster development within the District. A. For wells proposed to be used in a Subdivision or cluster development which has received final approval from the Board of County Commissioners of El Paso County or other governing authority prior to the effective date of this rule, withdrawals, both individual and cumulative, shall be limited to the amounts set forth in the most recent Subdivision Water Supply letter issued by the Office of the State Engineer pursuant to §30-28-136 (h) (1) for the Subdivision or cluster development in which the State Engineer makes a finding of no injury. For the purpose of this rule, each filing or phase of a Subdivision requiring additional or supplemental approval of any kind shall constitute a separate Subdivision. In the absence of a letter issued pursuant to §30-28-136 (h) (I), withdrawals shall be limited as set forth in subsection (B) of this rule. B. For all other wells, withdrawals shall not exceed .5 acre feet per year per single family residence, single condominium unit, apartment unit, single unit within a multiple-dwelling unit, or equivalent within the Subdivision or cluster development supplied by the well. In the event a Subdivision or cluster development is supplied by multiple wells, production from all wells supplying the subdivision or cluster development shall not exceed the product of ( the number of single family residences, single condominium units, apartment units, single units within a multiple-dwelling unit or equivalent within the Subdivision)X(.5) acre feet per year. In no event shall production from the well exceed the rate 01' amount set forth in any determination of water rights issued for the well by the Ground Water Commission. C. C. Nothing in this rule shall be interpreted to obviate the need for a Ground Water Commission approved replacement plan, where applicable. (Effective August 23, 2010). |
8/19/2020 2:51:43 PM | |
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EPC Health Department
8/14/2020 10:58:40 AM |
8/14/2020 10:58:40 AM | |
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PCD Project Manager
8/12/2020 11:31:20 AM |
Water Supply Info Summary_V2 Redlines | 8/12/2020 11:31:20 AM |
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PCD Project Manager
8/12/2020 11:30:58 AM |
Water Resources Report_V1 Redlines | 8/12/2020 11:30:58 AM |
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PCD Project Manager
8/12/2020 11:30:33 AM |
Wastewater Disposal Report_V1 Redlines | 8/12/2020 11:30:33 AM |
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PCD Project Manager
8/12/2020 11:30:11 AM |
Traffic Memo_V1 Redlines | 8/12/2020 11:30:11 AM |
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PCD Project Manager
8/12/2020 11:29:27 AM |
Soils & Geology Report_V2 Redlines | 8/12/2020 11:29:27 AM |
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PCD Project Manager
8/12/2020 11:29:07 AM |
Signed Court Decrees_V2 Redlines | 8/12/2020 11:29:07 AM |
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PCD Project Manager
8/12/2020 11:28:48 AM |
Plat Drawing_V2 Redlines | 8/12/2020 11:28:48 AM |
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PCD Project Manager
8/12/2020 11:28:29 AM |
OWTS Report_V2 Redlines | 8/12/2020 11:28:29 AM |
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PCD Project Manager
8/12/2020 11:27:02 AM |
Mineral Rights Cert_V1 Redlines | 8/12/2020 11:27:02 AM |
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PCD Project Manager
8/12/2020 11:25:11 AM |
Letter of Intent_V2 Redlines | 8/12/2020 11:25:11 AM |
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PCD Project Manager
8/12/2020 11:24:49 AM |
Ground Water Findings2_V1 Redlines | 8/12/2020 11:24:49 AM |
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PCD Project Manager
8/12/2020 11:24:27 AM |
GEC Plan_V2 Redlines | 8/12/2020 11:24:27 AM |
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PCD Project Manager
8/12/2020 11:24:01 AM |
FAE_V1 Redlines | 8/12/2020 11:24:01 AM |
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PCD Project Manager
8/12/2020 11:23:38 AM |
ESQCP_V2 Redlines | 8/12/2020 11:23:38 AM |
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PCD Project Manager
8/12/2020 11:23:20 AM |
ESQCP_V1 Redlines | 8/12/2020 11:23:20 AM |
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PCD Project Manager
8/12/2020 11:22:47 AM |
Drainage Letter_V2 Redlines | 8/12/2020 11:22:47 AM |
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PCD Project Manager
8/12/2020 11:22:25 AM |
Construction Drawings_V2 Redlines | 8/12/2020 11:22:25 AM |
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PCD Project Manager
8/12/2020 11:21:50 AM |
Access Road Easement_V2 Redlines | 8/12/2020 11:21:50 AM |
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EPC Stormwater Review
8/10/2020 10:01:03 AM |
SWMP Checklist_v2 | 8/10/2020 10:01:03 AM |
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EPC Stormwater Review
8/10/2020 10:00:03 AM |
SWMP_v2 | 8/10/2020 10:00:03 AM |
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EPC Stormwater Review
8/10/2020 9:58:07 AM |
GEC Checklist_v2 | 8/10/2020 9:58:07 AM |
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EPC Stormwater Review
8/10/2020 9:56:54 AM |
GEC_v2 | 8/10/2020 9:56:54 AM |
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EPC Stormwater Review
8/10/2020 9:55:44 AM |
FAE_v2 | 8/10/2020 9:55:44 AM |
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EPC Stormwater Review
8/10/2020 9:46:23 AM |
PBMP_v2 | 8/10/2020 9:46:23 AM |
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EPC Stormwater Review
8/10/2020 9:45:57 AM |
ESQCP_v2 | 8/10/2020 9:45:57 AM |
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EPC Stormwater Review
8/10/2020 9:45:06 AM |
Stormwater comments have been provided on the following uploaded documents: - ESQCP - PBMP - FAE - GEC - GEC Checklist - SWMP - SWMP Checklist Please provide the following documents: - O&M for water quality control measure - MS4 - SDI Reviewed by: Christina Furchak Stormwater Engineer III christinafurchak@elpasoco.com |
8/10/2020 9:45:06 AM | |
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PCD Engineering Division
8/6/2020 11:13:08 PM |
Review 2 comments on the following documents will be uploaded by the project manager: -Letter of Intent -Traffic letter -Plat -Drainage Report -ESQCP -GEC -Construction Drawings -FAE: A revised FAE was not submitted. Please address review 1 comments and update the financial assurance per the comments provided. Please also refer to comments from the stormwater engineer on documents such as the GEC, GEC checklist, SWMP, SWMP checklist etc. Due to the volume and the content of the comments provided, additional comments are likely to be generated with the re-submittal. Reviewed by: Daniel Torres danieltorres@elpasoco.com |
8/6/2020 11:13:08 PM | |
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El Paso County Conservation Dist
8/6/2020 10:01:14 AM |
8/6/2020 10:01:14 AM | |
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El Paso County Conservation Dist
8/6/2020 9:56:46 AM |
8/6/2020 9:56:46 AM | |
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Colorado Division of Water Resources
8/5/2020 2:50:12 PM |
8/5/2020 2:50:12 PM | |
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Colorado Department of Transportation - Pueblo Office
8/5/2020 11:52:30 AM |
8/5/2020 11:52:30 AM | |
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Colorado Geological Survey
8/4/2020 1:02:50 PM |
MS196 (CGS #EP-19-0143_2) 3050 Curtis Road 4 Lot Minor Sub aka Wyoming Estates SE NE Section 33, T13S, R64W, 6th P.M. 38.8768, -104.5556 The Colorado Geological Survey (CGS) previously reviewed project MS196 on 7/8/2019. The recommendations in that review remain valid and are repeated here. “The site does not contain steep slopes, is located in an "Area of Minimal Flood Hazard," is not undermined, and is not exposed to any geologic hazards or unusual geotechnical constraints that would preclude the proposed residential use and density. Groundwater Investigations LLC's Soils and Geology Investigation for Wyoming Estates 3050 N. Curtis Road (February 27, 2020) describes subsurface conditions based on the results of eight test pits excavated to evaluate OWTS feasibility. If full depth basements are planned, these test pits do not extend deep enough to be useful for foundation design. CGS agrees with GWI (page 5) that "additional borings will be necessary prior to foundation excavation and subsequentially re-evaluated upon completion of the foundation excavation and prior to the placement of any framework.”" CGS recommends that a note be added to the construction plans requiring site specific borings once building locations have been determined. The borings should be deep enough to determine the feasibility of basements on each site (if planned). “The site is mapped as underlain by eolian (wind-deposited) sand and silt, described as "moderately compacted." Eolian soils tend to be loose, fine-grained, low density, and hydrocompactive, meaning they can lose strength, settle, compress, or collapse under a structural load and/or when water infiltrates the soils. The soils are underlain at unknown depth by sandstone and claystone of the Jimmy Camp or Denver Formation. If claystone layers capable of producing high swell pressures are present within a few feet of foundation bearing elevations, they can cause structural damage if not properly characterized and mitigated. Once building locations have been identified, lot-specific geotechnical investigations consisting of drilling, sampling, lab testing and analysis will be needed to: determine the thickness and extent to which the soils beneath each proposed structure are subject to collapse under loading and/or wetting; characterize soil and bedrock engineering properties such as density, strength, water content, swell/consolidation potential and bearing capacity; determine depths to groundwater, bedrock, and any impermeable layers that might lead to development of a perched water condition; verify the feasibility of full-depth basements, if planned; and provide earthwork, foundation, floor system, subsurface drainage, and pavement recommendations for design purposes. It is imperative that grading, surface drainage, and subsurface drainage are correctly designed, constructed and maintained to prevent wetting of potentially collapsible soils in the immediate vicinity of foundation elements.” CGS has no objection to approval of the four-lot minor subdivision as proposed, provided that a note is added to the construction plans requiring additional site specific borings once building locations have been determined. These borings should be deep enough to determine the feasibility of basements at each site (if planned). |
8/4/2020 1:02:50 PM | |
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Pikes Peak Regional Building Department
7/31/2020 9:35:30 AM |
The following addresses for the proposed lots are as follow; lot 1-14591, lot 2-14690, lot 3-14691, & lot 4-14641 Teleo Point. STANDARD ENUMERATIONS COMMENTS-FINAL PLAT: Standard final plat comments still apply, but with RBD being closed, there are a few new changes to Enumerations review of the Mylar. Please, send a pdf of the final plat document (intended plat of record) to the Enumerations reviewer that reviewed the project. We will then check the mylar for the normal things we look at on a plat, address, street names, title block and floodplain statement. Then we will stamp off on that document with an RBD check stamp, if all is accurate. This will be our copy of record that we plan to see once the document is recorded, minus a few signatures on the main sheet. Please contact your reviewer in Enumerations for instruction on payment. |
7/31/2020 9:35:30 AM | |
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Pikes Peak Regional Building Department
7/31/2020 9:35:20 AM |
The following addresses for the proposed lots are as follow; lot 1-14591, lot 2-14690, lot 3-14691, & lot 4-14641 Teleo Point. STANDARD ENUMERATIONS COMMENTS-FINAL PLAT: Standard final plat comments still apply, but with RBD being closed, there are a few new changes to Enumerations review of the Mylar. Please, send a pdf of the final plat document (intended plat of record) to the Enumerations reviewer that reviewed the project. We will then check the mylar for the normal things we look at on a plat, address, street names, title block and floodplain statement. Then we will stamp off on that document with an RBD check stamp, if all is accurate. This will be our copy of record that we plan to see once the document is recorded, minus a few signatures on the main sheet. Please contact your reviewer in Enumerations for instruction on payment. |
7/31/2020 9:35:20 AM | |
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Mountain View Electric Association, Inc.
7/28/2020 9:39:58 AM |
Thank you for the opportunity to review this project. No additional comments at this time. Cathy Mountain View Electric Association, Inc. |
7/28/2020 9:39:58 AM | |
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911 Authority - El Paso/Teller County
7/23/2020 10:37:45 AM |
TELEO POINT is approved as a street name for this project. G. West |
7/23/2020 10:37:45 AM | |
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EPC Environmental Services
7/17/2020 12:46:19 PM |
7/17/2020 12:46:19 PM | |
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Parks Advisory Board
7/17/2020 9:20:26 AM |
El Paso County Community Services / Parks Final Comments, Review #2 - Please See Attached Documents (No PAB Endorsement Necessary for Minor Subdivisions) | 7/17/2020 9:20:26 AM |
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EPC Parks Department
7/17/2020 9:19:01 AM |
El Paso County Community Services / Parks Final Comments, Review #2 - Please See Attached Documents (No PAB Endorsement Necessary for Minor Subdivisions) | 7/17/2020 9:19:01 AM |
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Colorado Springs Utilities, Dev, Svc.(includes water resources)
7/16/2020 9:27:58 AM |
Hey Rad, I have finished with my review for CSU and there are no action items at this time. Approval is recommended, and let me know if you need anything further from me. Thanks, Ryne |
7/16/2020 9:27:58 AM | |
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EPC County Attorney's Office
7/15/2020 12:42:12 PM |
County Attorney's Office will review for water sufficiency once there is a replacement plan for the Denver aquifer (if applicable) and after the Colorado Division of Water Resources submits their review of water findings. Thank you. | 7/15/2020 12:42:12 PM | |
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County Attorney - Development Review
7/14/2020 3:15:29 PM |
1. Proposed changes to and comments on Access Easement Maintenance Agreement are attached. I encourage the applicant to think through the approach to the access easement. The plat dedicates it to the public, but the agreement reads as if it is intended to be a private access easement. I'm happy to discuss further with the applicant or their representative if desired. 2. To vacate the existing easement that was established by deed, the owners of all Benefited Parcels must sign or ratify the plat, or they must quitclaim the easement back to the current property owner prior to plat recording. |
7/14/2020 3:15:29 PM |
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County Attorney - Development Review
7/14/2020 2:36:55 PM |
Changes to SIA are attached. | 7/14/2020 2:36:55 PM |
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Falcon Fire Protection District
7/14/2020 10:58:35 AM |
Falcon Fire has reviewed this request for a minor subdivision to create 4 lots located at 3050 Curtis Road and has the following comments. Fire access roads; LOADING: Fire apparatus access roads shall be designed, constructed and maintained to support the imposed loads of fire apparatus weighing at least 75,000-pounds. SURFACE: Fire apparatus access roads shall be surfaced so as to provide all-weather driving capabilities. DEAD-END ACCESS: Dead-end fire apparatus access roads in excess of 150-feet shall be provided with a turnaround meeting the requirements of the International Fire Code. BRIDGES AND ELEVATED SURFACES: Where a bridge or an elevated surface is part of a fire apparatus access road, the bridge or elevated surface shall be constructed and maintained in accordance with AASHTO-Standard Specification for Highway Bridges. GRADES: Grades for fire apparatus access roads shall be no more than 10% maximum grade. GATES. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. The minimum gate width shall be 20 feet or as wide as necessary to facilitate the required minimum turning radius. 2. Gates shall be of the swinging or sliding type. 3. Construction of gates shall be of materials that allow manual operation by one person. 4. Gate components shall be maintained in an operative condition at all times and replaced or repaired when defective. 5. Electric gates shall be equipped with a KNOX (TM) key system installed in an approved manner. Electronically operated gates shall have a failsafe, manually operated, KNOX (TM) key override switch. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or a KNOX ™ padlock. 7. Locking device specifications shall be submitted for approval by the fire code official. |
7/14/2020 10:58:35 AM | |
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RBD Floodplain
7/14/2020 10:50:02 AM |
this area is not in the floodplain therefore the floodplain note is not required, either remove the statement , or correct it to the correct panel number (568G and 785G) | 7/14/2020 10:50:02 AM | |
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Upper Black Squirrel Creek GWMD
11/20/2019 10:20:40 AM |
The Upper Black Squirrel Creek GWMD does not have any comments at this time but reserves the right to comment in the future. | 11/20/2019 10:20:40 AM | |
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Falcon Fire Protection District
8/27/2019 4:20:08 PM |
No objections to this request by Falcon Fire. Sorry for the delayed response. | 8/27/2019 4:20:08 PM | |
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Colorado Department of Transportation - Pueblo Office
7/31/2019 2:18:24 PM |
CDOT staff does not have any comment in regard to this subdivision. | 7/31/2019 2:18:24 PM | |
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EPC Health Department
7/24/2019 3:11:29 PM |
7/24/2019 3:11:29 PM | |
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EPC County Attorney's Office
7/10/2019 10:06:47 AM |
Changes to SIA are attached. Please submit all future drafts in Word for ease of editing. | 7/10/2019 10:06:47 AM |
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PCD Project Manager
7/9/2019 1:51:44 PM |
Please review all redlines ad resubmit. FYI: If the minor subdivision is approved by the BoCC there will be a recording meeting. All owners signature must be on the final plat, Tax Certification from the County Treasurer's office showing a $0 balance Any collateral is required all agreements must be signed Surveyor stamp on plat Enumerations stamp on plat all fees, to include drainage, bridge, school and park fees due at time of recording along with recording fee. |
7/9/2019 1:51:44 PM | |
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PCD Project Manager
7/9/2019 1:47:30 PM |
Water Resources Report_V1 | 7/9/2019 1:47:30 PM |
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PCD Project Manager
7/9/2019 1:45:47 PM |
Wastewater Disposal Report_V1 | 7/9/2019 1:45:47 PM |
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PCD Project Manager
7/9/2019 1:43:51 PM |
Soils and Geology Report_V1 | 7/9/2019 1:43:51 PM |
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PCD Project Manager
7/9/2019 1:43:27 PM |
SIA_V1 | 7/9/2019 1:43:27 PM |
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PCD Project Manager
7/9/2019 1:42:21 PM |
Preliminary Plan_V1 This is minor subdivision application The preliminary plan was not reviewed with this application |
7/9/2019 1:42:21 PM |
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PCD Project Manager
7/9/2019 1:40:54 PM |
Plat Drawing_V1 | 7/9/2019 1:40:54 PM |
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PCD Project Manager
7/9/2019 1:40:28 PM |
OWTS_V1 | 7/9/2019 1:40:28 PM |
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PCD Project Manager
7/9/2019 1:39:33 PM |
Maintenance Agreement_V1 | 7/9/2019 1:39:33 PM |
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PCD Project Manager
7/9/2019 1:39:12 PM |
LOI_V1 | 7/9/2019 1:39:12 PM |
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PCD Project Manager
7/9/2019 1:37:45 PM |
HOA Bylaws_V1 | 7/9/2019 1:37:45 PM |
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PCD Project Manager
7/9/2019 1:37:28 PM |
HOA Articles of Incorporation_V1 | 7/9/2019 1:37:28 PM |
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PCD Project Manager
7/9/2019 1:36:55 PM |
Ground Water Findings_V1, Please review state engineer comments as well. Application cannot proceed to hearing until a water finding can be made |
7/9/2019 1:36:55 PM |
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PCD Project Manager
7/9/2019 1:36:07 PM |
GEC Plan_V1 | 7/9/2019 1:36:07 PM |
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PCD Project Manager
7/9/2019 1:35:39 PM |
FAE_V1 | 7/9/2019 1:35:39 PM |
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PCD Project Manager
7/9/2019 1:34:50 PM |
ESQCP_V1 | 7/9/2019 1:34:50 PM |
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PCD Project Manager
7/9/2019 1:34:21 PM |
Drainage Letter_V1 | 7/9/2019 1:34:21 PM |
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PCD Project Manager
7/9/2019 1:33:37 PM |
Declaration of Covenants_V1 | 7/9/2019 1:33:37 PM |
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PCD Project Manager
7/9/2019 1:32:11 PM |
Construction Drawings_V1 | 7/9/2019 1:32:11 PM |
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PCD Project Manager
7/9/2019 1:31:24 PM |
Access Road Easement_V1 | 7/9/2019 1:31:24 PM |
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Pikes Peak Regional Building Department
7/8/2019 1:56:25 PM |
1. Will the road way for Teleo Point extend to the west past proposed lot 1, Wyoming Estates? 2. Will lot 4 access from Cutis Road or Teleo Point? If off of Curtis Road, address 3050 Curtis Road can remain. Will lot 2-3 have access from Curtis Road? If not the only address assigned will be from Teleo Point. Please clarify if these lots will allow access from both streets. Addresses will not be assigned until clarified. Please contact me directly. Amy@pprbd.org 3. For assignment of addressing for lots and tracts, place (xxx) where they are intended to be utilized. Lot marker placement to be front door. STANDARD ENUMERATIONS COMMENTS-FINAL PLAT: 1. Enumerations will review the mylar prior to plat for address placement, street names and title block. 2. $10.00 per lot & tract platting fee will be due at the time of the review of the mylar (2 addresses per lot & tract). If an address is not needed on a tract then no fee applies. Check should be made out to PIKES PEAK REGIONAL BUILDING DEPARTMENT or PPRBD. Paid directly to the Enumerations Department. 3. A copy of the final recorded plat is required prior to plan submittal for RESIDENTIAL. A copy of the final recorded plat is required prior to approval in the Enumerations department on any COMMERCIAL plan submittal. Amy@pprbd.org or Brent@pprbd.org |
7/8/2019 1:56:25 PM | |
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Colorado Geological Survey
7/8/2019 1:29:02 PM |
The site does not contain steep slopes, is located in an "Area of Minimal Flood Hazard," is not undermined, and is not exposed to any geologic hazards or unusual geotechnical constraints that would preclude the proposed residential use and density. CGS therefore has no objection to approval of the four-lot minor subdivision as proposed. Groundwater Investigations LLC's Soils and Geology Investigation for Wyoming Estates 3050 N. Curtis Road (May 20, 2019) describes subsurface conditions based on the results of eight test pits excavated to evaluate OWTS feasibility. If full depth basements are planned, these test pits do not extend deep enough to be useful for foundation design. CGS agrees with GWI (page 5) that "additional borings will be necessary prior to foundation excavation and subsequentially re-evaluated upon completion of the foundation excavation and prior to the placement of any framework." The site is mapped as underlain by eolian (wind-deposited) sand and silt, described as "moderately compacted." Eolian soils tend to be loose, fine-grained, low density, and hydrocompactive, meaning they can lose strength, settle, compress, or collapse under a structural load and/or when water infiltrates the soils. The soils are underlain at unknown depth by sandstone and claystone of the Jimmy Camp or Denver Formation. If claystone layers capable of producing high swell pressures are present within a few feet of foundation bearing elevations, they can cause structural damage if not properly characterized and mitigated. Once building locations have been identified, lot-specific geotechnical investigations consisting of drilling, sampling, lab testing and analysis will be needed to: determine the thickness and extent to which the soils beneath each proposed structure are subject to collapse under loading and/or wetting; characterize soil and bedrock engineering properties such as density, strength, water content, swell/consolidation potential and bearing capacity; determine depths to groundwater, bedrock, and any impermeable layers that might lead to development of a perched water condition; verify the feasibility of full-depth basements, if planned; and provide earthwork, foundation, floor system, subsurface drainage, and pavement recommendations for design purposes. It is imperative that grading, surface drainage, and subsurface drainage are correctly designed, constructed and maintained to prevent wetting of potentially collapsible soils in the immediate vicinity of foundation elements. |
7/8/2019 1:29:02 PM | |
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EPC Parks Department
7/5/2019 10:01:41 AM |
El Paso County Community Services / Parks Final Comments - Please see attached documents (No PAB Endorsement Necessary) | 7/5/2019 10:01:41 AM |
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Parks Advisory Board
7/5/2019 9:59:42 AM |
El Paso County Community Services / Parks Final Comments - Please see attached documents (No PAB Endorsement Necessary) | 7/5/2019 9:59:42 AM |
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Colorado Division of Water Resources
7/2/2019 2:54:03 PM |
7/2/2019 2:54:03 PM | |
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PCD Engineering Division
7/8/2019 6:25:08 PM |
Review 1 comments on the following documents will be uploaded by the project manager: -Traffic letter -Plat -Drainage Report -ESQCP -GEC -Construction Drawings -FAE Submit the following documents: -SWMP -Fill out and submit the new SWMP checklist -Fill out and submit the new GEC checklist Due to comments provided a redesign of the roadway is expected. Resubmittal will be treated as a first review and additional comments are likely to be generated. Reviewed by: Daniel Torres danieltorres@elpasoco.com |
7/8/2019 6:25:08 PM | |
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El Paso County Conservation Dist
6/27/2019 12:50:55 PM |
6/27/2019 12:50:55 PM | |
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El Paso County Conservation Dist
6/27/2019 12:49:36 PM |
6/27/2019 12:49:36 PM | |
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Colorado Springs Utilities, Dev, Svc.(includes water resources)
6/25/2019 10:31:40 AM |
Hey Gabe, I have finished with my review for CSU and there are no action items at this time. Approval is recommended, and let me know if you need anything further from me. Thanks, Ryne |
6/25/2019 10:31:40 AM | |
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Colorado State Forest Service
6/25/2019 8:32:59 AM |
The primary wildland fuel type for this proposal is grassland with scattered trees having a low wildfire hazard potential. No special fire mitigation plans or other actions are necessary for final approval by the Colorado State Forest Service. | 6/25/2019 8:32:59 AM | |
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911 Authority - El Paso/Teller County
6/20/2019 8:28:17 AM |
See Attached G. West |
6/20/2019 8:28:17 AM |
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Mountain View Electric Association, Inc.
6/18/2019 4:03:52 PM |
6/18/2019 4:03:52 PM | |
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EPC Environmental Services
6/18/2019 1:14:46 PM |
6/18/2019 1:14:46 PM | |
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RBD Floodplain
6/17/2019 4:05:46 PM |
no comment | 6/17/2019 4:05:46 PM |
EDARP