EDARP
Project Review Comments
- Project Name
- The Commons at Falcon Field Filing No. 1
- Description
- A request for a final plat for8 commercial lots. SP232 for approved preliminary plan.
- Location
- Parcels
- 4307000001 4307000001 4307200015 4307200015
- Applicant
-
DREXEL, BARRELL & CO.
Tim McConnell ( TMcConnell@drexelbarrell.com )
(719) 260-0887 x1219 Tim McConnell ( TMcConnell@drexelbarrell.com )
(719) 260-0887 x1219 - EA Number
- EA20142
- File Number
- SF2435
- Project Manager
- Ryan Howser
- Status
- Active
- Created
- 10/8/2024 4:43:37 PM
View: Project Documents
| Agency | Comment | ||
|---|---|---|---|
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Meadow Lake Airport Association
1/17/2025 8:11:25 AM |
This appears to be outside the normal Meadow Lake Airport operations. Thank you. | 1/17/2025 8:11:25 AM | |
|
Falcon School District 49
1/16/2025 12:27:07 PM |
District 49 does not have any comments at this time but respectfully reserves the right to comment on any future submittals. | 1/16/2025 12:27:07 PM | |
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Colorado Department of Transportation - Pueblo Office
1/16/2025 11:16:31 AM |
Please refer to the attached letter for CDOTs comments. | 1/16/2025 11:16:31 AM |
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PCD Engineering Division
1/15/2025 10:56:39 PM |
Utility Plan comments | 1/15/2025 10:56:39 PM |
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PCD Engineering Division
1/15/2025 10:56:03 PM |
TIS comments | 1/15/2025 10:56:03 PM |
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PCD Engineering Division
1/15/2025 10:55:18 PM |
Soils and Geology report comments | 1/15/2025 10:55:18 PM |
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PCD Engineering Division
1/15/2025 10:54:39 PM |
GEC Plan comments | 1/15/2025 10:54:39 PM |
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PCD Engineering Division
1/15/2025 10:54:03 PM |
FAE comments | 1/15/2025 10:54:03 PM |
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PCD Engineering Division
1/15/2025 10:53:31 PM |
Final Plat comments | 1/15/2025 10:53:31 PM |
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PCD Engineering Division
1/15/2025 10:52:58 PM |
Final Drainage Report Comments | 1/15/2025 10:52:58 PM |
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PCD Engineering Division
1/15/2025 10:52:15 PM |
Construction Drawing comments | 1/15/2025 10:52:15 PM |
|
PCD Engineering Division
1/15/2025 10:51:24 PM |
Review 1 comments on the following documents will be uploaded: -Construction Drawings -Drainage Report -Final Plat -FAE -GEC Plan -Soils and Geology Report -TIS -Utility Plans Due to the volume or complexity of the comments provided, we reserve the right to make additional comments. Additional detailed comments will be provided upon receipt of complete information/plans and resolution of the major issues. Please feel free to call if you have any questions regarding this review. Ryan: 21 day review is requested for the resubmittal reviewed by: Daniel Torres danieltorres@elpasoco.com 719-520-6305 |
1/15/2025 10:51:24 PM | |
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EPC Stormwater Review
1/14/2025 5:53:04 PM |
SWMP Checklist | 1/14/2025 5:53:04 PM |
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EPC Stormwater Review
1/14/2025 5:52:47 PM |
SWMP | 1/14/2025 5:52:47 PM |
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EPC Stormwater Review
1/14/2025 5:52:04 PM |
SDI Form | 1/14/2025 5:52:04 PM |
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EPC Stormwater Review
1/14/2025 5:51:43 PM |
Private Detention Basin / Stormwater Quality BMP Maintenance Agreement | 1/14/2025 5:51:43 PM |
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EPC Stormwater Review
1/14/2025 5:51:24 PM |
PBMP Applicability Form | 1/14/2025 5:51:24 PM |
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EPC Stormwater Review
1/14/2025 5:51:02 PM |
O&M Manual | 1/14/2025 5:51:02 PM |
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EPC Stormwater Review
1/14/2025 5:50:38 PM |
GEC Checklist | 1/14/2025 5:50:38 PM |
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EPC Stormwater Review
1/14/2025 5:50:16 PM |
ESQCP | 1/14/2025 5:50:16 PM |
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EPC Health Department
1/13/2025 8:23:13 PM |
1/13/2025 8:23:13 PM | |
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Mountain View Electric Association, Inc.
1/13/2025 2:48:00 PM |
See attached comments | 1/13/2025 2:48:00 PM |
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PCD Project Manager
1/10/2025 1:48:06 PM |
V1: Letter of Intent comments | 1/10/2025 1:48:06 PM |
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PCD Project Manager
1/10/2025 1:47:51 PM |
V1: Landscape plan comments | 1/10/2025 1:47:51 PM |
|
PCD Project Manager
1/10/2025 1:47:12 PM |
Review 1: PCD Planning Division comments have been provided (in green) on the following uploaded documents: - Landscape Plan - Letter of Intent - Final Plat (to be uploaded by Engineering) - Soils & Geology Report (to be uploaded by Engineering) |
1/10/2025 1:47:12 PM | |
|
Colorado Geological Survey
1/10/2025 8:13:13 AM |
The referral documents include the Final Plat (Drexel, Barrell & CO., December 12, 2024), Commercial Construction Plans (Drexel, Barrell & CO., December 16, 2024), Letter of Intent (Drexel, Barrell & CO., December 16, 2024), Grading and Erosion Control Plans (Drexel, Barell & CO., December 13, 2024), revised Soil and Geology Study (Entech Engineering, Inc., 7/21/2023), and other documents. As stated in the preliminary plan application process, Entech’s characterization of the geologic hazards and constraints associated with the project site is valid. We offer the following comments and recommendations. 1. The final plat should reference Entech’s July 21, 2023 report and include all geologic hazards and constraints associated with the site (see the soil & geology conditions note on the preliminary plan for SP232 dated 4/10/2024). Additionally, the statement, “Due to the potential of shallow groundwater basements are prohibited” should be shown on the final plat/final plans. 2. Note 14 of the final plat states, “Due to high ground water in the area, all foundations shall incorporate an underground drainage system.” Along with this note, a statement indicating “no basements allowed” should be included. 3. The construction plans should be updated to include Entech’s 7/21/2023 report; currently, they reference a Ground Engineering report. 4. As indicated in the letter of intent, “Groundwater monitoring is underway and potential mitigation measures have been incorporated into the final design.” Results of the groundwater monitoring program and mitigation measures should be requested by the county. 5. Per the construction plans, a concrete box culvert is proposed within the unnamed tributary traversing Tracts A and B to contain floodwaters that will discharge to a detention basin. Entech states (page 15), “the proposed cuts in the ponds will extend into the current groundwater levels potentially limiting the capacity of the full-spectrum detention ponds.” The results of the groundwater monitoring program should be reviewed to determine if mitigation measures (i.e., geomembrane/liner, dewatering, etc.) are necessary. 6. CGS understands that a CLOMR for the unnamed tributary to Black Squirrel Creek is in process and Tracts A and B within this area will be utilized as temporary open space. It does not appear that the CLOMR has been approved. It is our understanding that no grading, buildings, or other improvements are to be performed/constructed within Tracts A and B until the CLOMR has been approved. Submitted 1/10/2025 by Amy Crandall, Engineering Geologist, Colorado Geological Survey |
1/10/2025 8:13:13 AM | |
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Colorado Parks and Wildlife
1/9/2025 1:18:23 PM |
1/9/2025 1:18:23 PM | |
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EPC Stormwater Review
1/14/2025 5:13:58 PM |
Review 1: EPC DPW Stormwater comments have been provided (in orange text boxes) on the following uploaded documents: - Drainage Report....(to be uploaded with Development Services comments) - ESQCP - FAE........................(to be uploaded with Development Services comments) - GEC Plan...............(to be uploaded with Development Services comments) - GEC Checklist - O&M Manual - PBMP Applicability Form - Private Detention Basin / Stormwater Quality BMP Maintenance Agreement - SDI Form or MHFD_Detention Calcs - Soils Report............(to be uploaded with Development Services comments) - SWMP - SWMP Checklist Please provide the following document(s) upon resubmittal (the planner will need to send an upload request): - Notice of Intent to Construct a Non-Jurisdictional Water Impoundment Structure (proof of submittal only) Due to the volume or complexity of the comments provided, these comments are preliminary in nature and EPC DPW Stormwater reserves the right to make additional comments. Additional detailed comments will be provided upon receipt of complete information/plans and resolution of the major issues. Please feel free to call if you have any questions regarding this review. Reviewed by: Mikayla Hartford Stormwater Engineer I 719.339.5053 MikaylaHartford@elpasoco.com |
1/14/2025 5:13:58 PM | |
|
Pikes Peak Regional Building Department
1/8/2025 2:33:38 PM |
Outstanding development plan comments: 1. Woodmen Road needs to be labeled as East Woodmen Road. 2. 12445 Rio Lane home is still existing and will require a wrecking permit with RBD to remove. 3. For assignment of addressing for lots and tracts, place addressing marker (xxx) where they are intended to be utilized. Addressing marker for lots should be front door, and should be placed as close to the edge of the lot as possible, running parallel to the street it is being addressed from. 4. Contact Enumerations once you are ready for addresses assigned. Plat comments: 1. Once addresses are received they will need to be placed on the plat. 2. Standard Final plat comments: a. Enumerations will review the pre-plat (mylar) prior to plat for address placement, street names, and title block. b. 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). c. Pre-plat reviews can be reviewed via “pdf” or 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. If you would like an in-person review, please make an appointment on our website, https://www.pprbd.org/Home/BookAppt d. 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. Please email the Enumerations staff member that reviewed your project. Amy@pprbd.org; Brent@pprbd.org; or BeckyA@pprbd.org Amy Vanderbeek Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2930 E: Amy@pprbd.org |
1/8/2025 2:33:38 PM | |
|
County Attorney - Water
1/8/2025 2:24:04 PM |
Water sufficiency was found at Preliminary Plan, and no further water review is required for this final plat. | 1/8/2025 2:24:04 PM | |
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County Attorney - Development Review
1/8/2025 2:01:25 PM |
See attached edits to SIA. Reviewed by: Erika Keech, Senior County Attorney, erikakeech2@elpasoco.com. |
1/8/2025 2:01:25 PM |
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County Attorney - Development Review
1/8/2025 1:59:40 PM |
See attached edits to DMA. Reviewed by: Erika Keech, Senior County Attorney, erikakeech2@elpasoco.com, 719-520-7013. |
1/8/2025 1:59:40 PM |
|
RBD Floodplain
1/8/2025 10:58:41 AM |
If floodplain is shown on the plat ,FEMA approved Base Flood Elevations must be shown on the plat. Floodplain needs to be contained in a tract or easement both of which should be designated no build no storage of materials. If subdivision proposals are located within three hundred (300) feet of a Zone A floodplain, FEMA approved base flood elevations and boundaries are required to be determined and shown on the plat, or provide a Floodplain Certification Letter by a professional engineer or architect licensed by the state of Colorado, stating that “Based on field verified characteristics of the property, the property is reasonably safe from flooding and to the best of the engineer’s knowledge if the 100-year floodplain were studied it would not enter the property in question”. |
1/8/2025 10:58:41 AM | |
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Falcon Fire Protection District
1/7/2025 1:07:46 PM |
1/7/2025 1:07:46 PM | |
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Colorado Division of Water Resources
1/7/2025 12:15:43 PM |
1/7/2025 12:15:43 PM | |
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911 Authority - El Paso/Teller County
1/7/2025 11:05:47 AM |
Comments for E911 as follows: The extension of Rio Lane into this development is not acceptable. This ROW needs to be assigned a unique name. This was already discussed and corrected in a previous submittal. The approved name was Jackdaw Dr. This name now conflicts with the Jackdaw Pt submitted on these drawings. The private roadway now depicted as Jackdaw Pt on this submittal was previously approved as Limpkin Pt. Dunlin Hts – Previously approved Retail Row St – Previously approved Perula Pt – Previously approved Thank you Justin |
1/7/2025 11:05:47 AM | |
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EPC Environmental Services
1/7/2025 9:06:26 AM |
1/7/2025 9:06:26 AM | |
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Colorado Springs Utilities, Dev, Svc.(includes water resources)
12/31/2024 10:27:11 AM |
See attached CSU 1st review with one (1) comment to be addressed. Best, Matthew Alcuran, MPA| Engineering Support Specialist Sr. Utilities Development Services | Colorado Springs Utilities 1521 South Hancock Expressway| MC 1812 | Colorado Springs, CO 80903 O: 719-668-8261 |malcuran@csu.org |
12/31/2024 10:27:11 AM |