View: Project Documents
| Agency | Comment | ||
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EPC Health Department
4/22/2021 6:38:31 PM |
4/22/2021 6:38:31 PM | |
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PCD Project Manager
2/2/2021 5:21:23 PM |
Water supply summary comments attached. | 2/2/2021 5:21:23 PM |
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PCD Project Manager
2/2/2021 5:21:05 PM |
Vicinity map comments attached. | 2/2/2021 5:21:05 PM |
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PCD Project Manager
2/2/2021 5:20:49 PM |
Plat drawing comments attached. Also includes PCD Engineering comments. | 2/2/2021 5:20:49 PM |
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PCD Project Manager
2/2/2021 5:20:21 PM |
OWTS report comments attached. | 2/2/2021 5:20:21 PM |
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PCD Project Manager
2/2/2021 5:20:03 PM |
Drainage letter comments attached. Include PCD Engineering comments. | 2/2/2021 5:20:03 PM |
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PCD Project Manager
2/2/2021 5:18:49 PM |
Mineral rights comments attached. | 2/2/2021 5:18:49 PM |
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PCD Project Manager
2/2/2021 5:18:32 PM |
Letter of intent comments attached. | 2/2/2021 5:18:32 PM |
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PCD Project Manager
2/2/2021 5:18:14 PM |
Fire protection report comments attached. | 2/2/2021 5:18:14 PM |
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PCD Project Manager
2/2/2021 5:17:57 PM |
Fire commitment letter comments attached. | 2/2/2021 5:17:57 PM |
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PCD Project Manager
2/2/2021 5:17:29 PM |
Please note that due to the volume and nature of comments, the second review will be treated as a first review. | 2/2/2021 5:17:29 PM | |
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PCD Project Manager
2/2/2021 5:10:40 PM |
Informational comment - decreed water rights Condition 17 states: applicant shall create restrictive covenants upon and running with the Property, which shall obligate the owners of the three lots to be subdivided from the Property to limit pumping of each Denver aquifer well to 0.53 acre foot annually, etc. Covenants may be required as a condition of State water approval. | 2/2/2021 5:10:40 PM | |
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PCD Project Manager
1/28/2021 11:24:40 AM |
Please provide proof of adjacent owner notification for this project. Proof may consist of signatures by all adjacent property owners or copies of certified mail return receipts and shall include all adjacent owners and owners directly across any streets from the land proposed to be subdivided. | 1/28/2021 11:24:40 AM | |
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PCD Project Manager
1/28/2021 11:14:10 AM |
Please provide a revised subdivision summary sheet. Image provided only includes a single page of the document and is a photo of the document. Please provide a scanned pdf of all pages of the document. Blank form attached. | 1/28/2021 11:14:10 AM |
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Mountain View Electric Association, Inc.
1/28/2021 9:27:19 AM |
MVEA requests a ten (10) foot front lot utility easement, five (5) foot side lot utility easement and a seven (7) foot rear lot utility easement along with a twenty (20) foot exterior utility easement on plat. MVEA also request platting of existing MVEA facilities with easement on the plat. If ingress/egress locations are designed within lots, MVEA requests lot line easements be adjacent to ingress/egress lines. If open space, drainage, and landscape tracts are designed in this subdivision MVEA requests these areas be listed to include utilities. MVEA will work with the developer should additional easements be required to serve this subdivision. Additional easements may be required once a review of civil drawings with grading and erosion plan is provided to MVEA in order to serve this subdivision. | 1/28/2021 9:27:19 AM | |
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Colorado Geological Survey
1/26/2021 2:33:53 PM |
American Geoservices Geotechnical & Geologic Hazards Evaluation Report for 2727 Evergreen Road (July 19, 2018) describes subsurface conditions at the site (39.0552°, -104.7777°) based on the results of 2 borings that were reported to extend 6.5-feet below existing ground surface where (p.1) “refusal to drilling was encountered, most likely on pebbles”. They state (p.2) “Most of the surficial units in the site vicinity area consist of TKda5.” The Dawson Formation is bedrock as are the numerous units, including TKda5, identified and mapped in the report as underlying the site. This is not clearly stated in the report and it is not known at what depth bedrock will be encountered. Shallow bedrock is an engineering constraint at this site and the depth to bedrock has important ramifications for development. For instance, the on-site wastewater treatment facilities will require engineering as bedrock is at or near the ground surface. In addition, crawlspace or other below grade areas may encounter hard bedrock, that is difficult to excavate. Perched groundwater can develop on the bedrock surface. The report recommends additional work in areas with moderate to steep slopes. CGS recommends that areas with moderate to steep slopes be identified by the consultant and shown on the plans along with the note from American Geoservices (p.5), “… these areas should not be considered for development or disturbed without a detailed review of site grading plans and house plans by the project geotechnical engineer, and slope stability analysis and foundation design as required once the site grading plans and house plans are completed.” On p.5 “All proposed structures should be located at least 25 feet from the crest of any slope areas steeper than 2.5H:1V and any ditch or drainage areas or drainage gullies. At the time of construction, AGS should inspect the foundation location and confirm the presence of adequate slope setback.” CGS recommends that slope setbacks be included and shown on the plat so the location of the foundation can be guided prior to construction. The site (39.0552, -104.7777) 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 has no objection to approval of the minor subdivision provided: • Site-specific investigations be completed for each proposed structure and a note be placed on the plans indicting this requirement. The investigations should include testing and analysis for designing foundations, floor systems, subsurface drainage, pavements, etc. • Site-specific investigations are conducted for each on-site wastewater treatment facility; • American Geoservices recommended setback lines be shown on the plans; and, • All other recommendations from American Geoservices be strictly adhered to. Submitted 1/26/2021 by Jonathan R. Lovekin, P.G. Senior Engineering Geologist, Colorado Geological Survey, jlovekin@mines.edu |
1/26/2021 2:33:53 PM | |
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Pikes Peak Regional Building Department
1/26/2021 2:19:17 PM |
Regarding a request for approval of a final plat for Studer Subdivision, Enumerations has the following comments: 1. The 911 authority has requested that the access be a named private road. This means that the residence currently addressed as 2727 Evergreen Rd. will require an address change to an address along the new, named street. The request for an address change should be submitted at the same time that the proposed plat. Instructions for requesting an address change can be found at the following: https://www.pprbd.org/Download/Addressing#AddressingJump 2. Per Regional Building Code, section RBC312.8 addresses must appear on plats. Submit a 100 scale copy of the plat to our office for addressing. Place an (xxxx) on all lots and tracts which will require an address, in the location the address will be needed. Once addressing is completed, the addresses will be returned so that they may be placed on the mylar prior to recording. 3. Prior to recording, Enumerations will review the mylar for addressing, title block, street names and floodplain statement. A fee of $10 per lot/tract addressed, payable to Pikes Peak Regional Building Department will be due at the time of mylar review. 4. Provide a copy of the final recorded plat to Enumerations. Approval of any plans submitted for this development will be pending receipt in our office of a copy of the final recorded plat. Brent Johnson Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2888 E: brent@pprbd.org W: pprbd.org |
1/26/2021 2:19:17 PM | |
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Colorado Division of Water Resources
1/25/2021 2:29:31 PM |
1/25/2021 2:29:31 PM | |
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Black Forest Land Use Committee
1/24/2021 8:34:51 PM |
This development proposal is west of highway 83 which is the boundary between Black Forest and Tri-Lakes so we will leave it to NEPCO to comment on this proposal. | 1/24/2021 8:34:51 PM | |
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EPC Parks Department
1/23/2021 8:46:17 AM |
See final Parks comments attached. | 1/23/2021 8:46:17 AM |
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PCD Engineering Division
1/19/2021 3:58:49 PM |
Review 1 comments on the following documents will be uploaded by the project manager: -Drainage Letter -Final Plat Drawings Reviewed by: Lupe Packman Engineer I lupepackman@elpasoco.com |
1/19/2021 3:58:49 PM | |
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Colorado Parks and Wildlife
1/19/2021 3:07:08 PM |
1/19/2021 3:07:08 PM | |
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PCD Project Manager
1/12/2021 1:54:59 PM |
Please provide a revised application. Image provided only includes page 2 of the application and is a barely legible photo of the application. Please provide a scanned pdf of both pages of the application. Blank application form attached. | 1/12/2021 1:54:59 PM |
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911 Authority - El Paso/Teller County
1/11/2021 9:33:59 AM |
For the purposes of efficient emergency response, it is the recommendation of E911 that the driveway access be named. Documentation regarding street naming criteria and existing/reserved street names can be found on our website at http://elpasoteller911.org/191/Street-Name-Database Thank you Justin |
1/11/2021 9:33:59 AM | |
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EPC Environmental Services
1/7/2021 3:22:58 PM |
1/7/2021 3:22:58 PM | |
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EPC County Attorney's Office
1/6/2021 10:20:44 AM |
County Attorney's Office will provide review of water sufficiency following receipt of findings from Colorado Division of Water Resources. Thank you. | 1/6/2021 10:20:44 AM |
EDARP