EDARP
Project Review Comments
- Project Name
- Claremont Business Park 2 Filing No. 3
- Description
- vacate lot 2 of Claremont Business park Filing no. 2 and create 2 lots
- Location
- Parcels
- 5405412013 5405412013
- Applicant
-
M&S Civil Consultants
Virgil Sanchez ( virgils@mscivil.com )
(719) 491-0818 Virgil Sanchez ( virgils@mscivil.com )
(719) 491-0818 - File Number
- VR251
- Project Manager
- Lisa Elgin
- Status
- Active
- Created
- 4/24/2024 10:29:46 AM
View: Project Documents
| Agency | Comment | ||
|---|---|---|---|
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Colorado Parks and Wildlife
3/14/2025 3:00:57 PM |
3/14/2025 3:00:57 PM | |
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EPC Health Department
3/14/2025 1:56:50 PM |
3/14/2025 1:56:50 PM | |
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PCD Project Manager
3/10/2025 10:45:32 AM |
Please see comment on LOI. | 3/10/2025 10:45:32 AM |
|
Cherokee Metro Dist
3/5/2025 3:02:34 PM |
No issue with the area being replated into two separate lots. Refer to plan PPR2345 for Cherokee Metro District notes on utilities in new "lot 1" | 3/5/2025 3:02:34 PM | |
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PCD Project Manager
3/5/2025 12:57:19 PM |
Please see comments on Final Plat Drawing. | 3/5/2025 12:57:19 PM |
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PCD Project Manager
3/5/2025 12:56:49 PM |
Please see comment on Fire Protection Report. | 3/5/2025 12:56:49 PM |
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PCD Project Manager
3/5/2025 12:56:12 PM |
Please see comment on Application. | 3/5/2025 12:56:12 PM |
|
Pikes Peak Regional Building Department
3/3/2025 4:37:30 PM |
Address for Lot 1 is 1521 El Jefe Hts, address for Lot 2 is 1541 El Jefe Hts. Be sure to add the addresses to the final plat prior to mylar review. Standard Final Plat comments apply: 1. Enumerations will review the pre-plat (mylar) prior to plat for address placement, street names, and title block. 2. A $10.00 per lot and tract platting fee will be due at the time of the review of the pre-plat, (two addresses per lot and 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. As of December 5th 2023, the fee for all credit/debit cards has changed from the flat 2.95% fee to the following: Over the phone Credit/Debit Card payments will be 2.3% and In-Person Debit Card payments will be 1.5% (in-person only). The address fee will be $10.00 for the one new lot address. 3. Pre-plat reviews will need to be in-person. The pre-plat will be stamped by Enumerations for accuracy and returned to the applicant and the planner. All payments to be mailed to RBD via a check or credit card payment over the phone. Plats should not be recorded prior to Enumerations stamping the pre-plat and receiving payment of plat fees. If any pre-plat changes occur, even if changes do not apply to Enumerations, we still need to re-stamp the pre-plat. The Enumerations stamped pre-plat copy should match the recorded document minus a few signatures. Please make an in-person review, please make an appointment on our website, https://www.pprbd.org/Home/BookAppt 4. A copy of the final recorded plat is required prior to plan submittal for RESIDENTIAL. Please email the Enumerations staff member that reviewed your project. BeckyA@pprbd.org Becky Allen Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-799-2707 W: pprbd.org E: beckya@pprbd.org |
3/3/2025 4:37:30 PM | |
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Colorado Division of Water Resources
3/3/2025 4:29:46 PM |
This office previously provided comments for Claremont Business Park 2. The revised anticipated demand allocation has been slightly reduced compared to the original calculations due to the smaller building square footage for the two future lots associated with this replat application. Thereby resulting in a decrease in the annual water demand from 12.19 acre-feet per year (AF/YR) to 11.58 AF/YR. The CMD commitment letter, dated February 3, 2025, indicates a water allocation of 12.06 acre-feet, slightly exceeding the anticipated demand of 11.58 acre-feet. Please refer to our previous approval attached. |
3/3/2025 4:29:46 PM |
|
Colorado Geological Survey
3/3/2025 11:22:57 AM |
The available referral documents include the letter of intent (M&S Civil Consultants, Inc., undated), final plat (M&S Civil Consultants, Inc., February 4, 2025), geotechnical exploration report (UES December 11, 2023), and other documents. The applicant proposes a replat of a 1.8-acre lot, previously designated as Lot 2, to create two new lots. Per Appendix C of the El Paso County Engineering Criteria Manual and Section 8.4.9 of the El Paso County Land Development Code, a geologic hazard study should be performed. The submitted geotechnical engineering report does not directly discuss the potential geologic hazards associated with the site. If a geologic hazards study has been performed, CGS would appreciate a copy for our review and records. Previous reviews conducted by CGS within/near this site have discussed and identified compressible/loose soils impacting the site. The exploration program by UES indicates low blow counts (N-values), as low as 4 at depths around 7.5-10 feet below existing grades. However, UES does not discuss these loose soils, or the consolidation test results (Appendix A) they performed in their report. According to the Geologic Map of the Elsmere Quadrangle (Madole, R.F. and Thorson, J.P., 2003, CGS OF-02-02), eolian sand overlies the Dawson formation at an unknown depth. The eolian (wind-deposited) soil types can exhibit hydrocompaction (settlement or collapse under loading and wetting). Hydrocompactive soil is a geologic constraint impacting this site and should be listed as a geologic hazard/constraint on the final plat. Alluvium (Middle) associated with the old corridor of Sand Creek and artificial fill are also mapped within the site. Deep wetting beneath the site can cause compression and/or collapse of the eolian and alluvial sands. The compression (collapse) potential of the deeper eolian sands should be evaluated in the site-specific investigations along with evaluation of the mapped fill locations. In summary, CGS recommends that a geologic hazards study be performed to evaluate the hazards and constraints impacting the site. These hazards/constraints should be noted on the final plat. It will be important that site-specific geotechnical investigations be performed for each proposed building before the issuance of building permits. The study should evaluate the potential for hydrocompaction throughout the soil profile. Submitted 3/3/2025 by Amy Crandall, Colorado Geological Survey: acrandall@mines.edu |
3/3/2025 11:22:57 AM | |
|
County Attorney - Water
3/3/2025 10:05:36 AM |
This application is not eligible for administrative approval. The applicant appears to have provided information justifying an exception from the water supply requirements of the LDC based on the 4th bullet of Section 8.4.7 (A)(3): “The requirements set forth in this Section shall not apply to: … A vacation or vacation and replat of an existing subdivision or lots within an existing subdivision or any plat change, any of which will not result in significantly greater total water use than previously anticipated for the subdivision. All determinations as to the significance of the change in water use shall be made by the BoCC, with recommendations by the CAO….” Thus, the applicant can either request approval from the BoCC of an exception to the water supply requirements or request a new water sufficiency finding with this replat, which must be made by the BoCC. |
3/3/2025 10:05:36 AM | |
|
EPC Stormwater Review
3/3/2025 7:59:51 AM |
Review 1: With this replat, there aren't any proposed changes to the original plan that would affect SW quality. As such, EPC DPW Stormwater does not have comments on any of the submitted documents. Thanks. Reviewed by: Glenn Reese, P.E. Stormwater Engineer III 719.675.2654 GlennReese@elpasoco.com |
3/3/2025 7:59:51 AM | |
|
County Attorney - Development Review
3/2/2025 9:24:24 PM |
No comments from County Attorney - Development Review at this time. Lori Seago Sr. County Attorney loriseago@elpasoco.com |
3/2/2025 9:24:24 PM | |
|
Colorado Springs Public Works
2/28/2025 1:05:23 PM |
EDRD has no comments on this item. Reviewed by Hao Vo, P.E. hao.vo@coloradosprings.gov |
2/28/2025 1:05:23 PM | |
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PCD Engineering Division
2/27/2025 2:58:53 PM |
Engineering Review Ver.1 Please see engineering review comments on the following documents LOI_V1 Plat_V1 Please upload an updated FDR or an addendum for the VR233 FDR on next submittal. Edward Schoenheit, Engineer E.P.C. Dept. of Public Works 2880 International Circle Colorado Springs, CO. 80910 Office: 719.520.6813 Cell: 719.502.9659 https://planningdevelopment.elpasoco.com/ |
2/27/2025 2:58:53 PM | |
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Colorado Springs Public Works
2/25/2025 11:52:08 AM |
Traffic Engineering has no comments on this item. Zaker Alazzeh, P.E. Traffic Engineering Manager/Deputy City Traffic Engineer City of Colorado Springs (719) 385-5468 Zaker.Alazzeh@coloradosprings.gov |
2/25/2025 11:52:08 AM | |
|
Colorado Department of Transportation - Pueblo Office
2/24/2025 11:17:47 AM |
CDOT has no comments. | 2/24/2025 11:17:47 AM | |
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Colorado Springs Utilities, Dev, Svc.(includes water resources)
2/19/2025 1:09:21 PM |
Please include CSU's Terms and Conditions via Rec. No. 224026331. | 2/19/2025 1:09:21 PM | |
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EPC Parks Department
2/19/2025 11:54:32 AM |
El Paso County Parks and Community Services Department, Final Administrative Comments - Please See Attached Documentation (No Park Advisory Board endorsement necessary for commercial applications) | 2/19/2025 11:54:32 AM |
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PCD Administrative Notice
2/14/2025 1:46:05 PM |
On 02/14/2025, PCD mailed "Notice of Application" letters to surrounding property owners within a 500-foot range (18 addresses). Copies of the notice, mailing labels, and selected range have been uploaded to the EDARP file. Cost of postage to be billed to the applicant = $12.42. JM | 2/14/2025 1:46:05 PM | |
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EPC Environmental Services
2/12/2025 2:33:17 PM |
2/12/2025 2:33:17 PM | |
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911 Authority - El Paso/Teller County
2/11/2025 12:28:48 PM |
No action for E911 on this submittal. Thank you. Justin |
2/11/2025 12:28:48 PM | |
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Cimarron Hills Fire
2/11/2025 10:25:15 AM |
The Cimarron Hills Fire Department (CHFD) has completed the review of the final 1.808 acres plat submitted for Claremont Business Park 2 Filing No. 3, subdividing lot 2 into two separate lots with no planned development. We have no concerns or additional comments regarding this submission. |
2/11/2025 10:25:15 AM |