EDARP
Project Review Comments
- Project Name
- Village at Lorson Ranch Fil No. 1
- Description
- Replat Tract D into 6 commercial lots and 1 Tract
- Location
- Parcels
- 5515413054 5515413054
- Applicant
-
Matrix Design Group, Inc.
Jason Alwine ( jason_alwine@matrixdesigngroup.com )
(719) 457-5609 Jason Alwine ( jason_alwine@matrixdesigngroup.com )
(719) 457-5609 - EA Number
- EA2413
- File Number
- SF248
- Project Manager
- Kylie Bagley
- Status
- Active
- Created
- 2/13/2024 3:35:12 PM
View: Project Documents
| Agency | Comment | ||
|---|---|---|---|
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PCD Engineering Division
11/12/2024 3:00:19 PM |
Engineering has no further comments. Bret Dilts, PE bretdilts@elpasoco.com |
11/12/2024 3:00:19 PM | |
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PCD Project Manager
11/12/2024 2:35:48 PM |
No Planning comments | 11/12/2024 2:35:48 PM | |
|
PCD Project Manager
9/26/2024 1:44:52 PM |
No further planning comments | 9/26/2024 1:44:52 PM | |
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PCD Engineering Division
9/26/2024 11:47:01 AM |
Updated Signal Plans | 9/26/2024 11:47:01 AM |
|
PCD Engineering Division
9/26/2024 11:46:12 AM |
Review 4: DPW Engineering comments have been provided on the following uploaded documents: - Updated Signal Plans Please submit signed versions of the following documents: - Deviation Request - Street-storm plan - FAE - Updated Signal Plans Reviewed by: Bret Dilts, P.E. bretdilts@elpasoco.com 719-339-5062 |
9/26/2024 11:46:12 AM | |
|
EPC Stormwater Review
9/17/2024 8:27:56 AM |
EPC DPW Stormwater has no additional comments. -Glenn Reese |
9/17/2024 8:27:56 AM | |
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PCD Project Manager
8/28/2024 3:18:40 PM |
Traffic Signal Plan | 8/28/2024 3:18:40 PM |
|
PCD Project Manager
8/28/2024 3:11:57 PM |
No further planning comments at this time | 8/28/2024 3:11:57 PM | |
|
PCD Engineering Division
8/28/2024 11:59:09 AM |
Review 3: DPW Engineering comments have been provided on the following uploaded documents: - Updated Signal Plans Engineering comments have been addressed on the following uploaded documents: - TIS - Street-storm plan - Drainage Report - FAE - Deviation Request Please submit signed versions of the following documents: - Deviation Request - Street-storm plan - FAE - Updated Signal Plans Reviewed by: Bret Dilts, P.E. bretdilts@elpasoco.com 719-339-5062 |
8/28/2024 11:59:09 AM | |
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County Attorney - Water
8/21/2024 2:47:26 PM |
See Water Supply Review and Recommendations. | 8/21/2024 2:47:26 PM |
|
Colorado Springs Public Works
8/21/2024 7:03:36 AM |
Please address all remaining City comments on the separate project submittal in Project Dox (#STM-REV24-0972) Joel Dagnillo, P.E. Engineer III Engineering Development Review City of Colorado Springs (719)385-5412 Joel.dagnillo@coloradosprings.gov |
8/21/2024 7:03:36 AM | |
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EPC Stormwater Review
8/19/2024 11:23:06 AM |
Review 3: EPC DPW Stormwater comments have been resolved on the following documents: - GEC Plan - SWMP EPC DPW Stormwater has no further comments. Planner: no re-review necessary. Reviewed by: Glenn Reese, P.E. Stormwater Engineer III GlennReese@elpasoco.com |
8/19/2024 11:23:06 AM | |
|
Colorado Springs Public Works
8/15/2024 11:27:47 AM |
Traffic Engineering has no further 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 |
8/15/2024 11:27:47 AM | |
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EPC Health Department
8/2/2024 4:28:03 PM |
8/2/2024 4:28:03 PM | |
| View |
PCD Project Manager
7/18/2024 9:04:29 AM |
Deviation Request Form 2 | 7/18/2024 9:04:29 AM |
| View |
PCD Project Manager
7/18/2024 9:03:29 AM |
Final Drainage Report Redlines | 7/18/2024 9:03:29 AM |
| View |
PCD Project Manager
7/18/2024 9:02:53 AM |
Financial Assurance Form Redlines | 7/18/2024 9:02:53 AM |
| View |
PCD Project Manager
7/18/2024 9:02:28 AM |
Traffic Impact Study Redlines | 7/18/2024 9:02:28 AM |
| View |
EPC Stormwater Review
7/16/2024 6:25:09 PM |
SWMP | 7/16/2024 6:25:09 PM |
| View |
EPC Stormwater Review
7/16/2024 6:24:54 PM |
GEC Plan | 7/16/2024 6:24:54 PM |
|
PCD Engineering Division
7/16/2024 5:19:05 PM |
Review 2: DPW Engineering comments have been provided on the following uploaded documents: - Drainage Report - FAE - Deviation Request 2 - TIS Updated version of street-storm plan does not appear to have been uploaded, only the response document. Please upload the updated version with the next review. Reviewed by: Bret Dilts, P.E. bretdilts@elpasoco.com 719-339-5062 |
7/16/2024 5:19:05 PM | |
| View |
PCD Project Manager
7/16/2024 3:58:11 PM |
Minor comment on plat | 7/16/2024 3:58:11 PM |
|
EPC Stormwater Review
7/16/2024 6:24:30 PM |
Review 2: EPC DPW Stormwater comments have been provided (in orange text boxes) on the following uploaded documents: - GEC Plan - SWMP EPC DPW Stormwater comments have been resolved on the following documents: - Drainage Report - ESQCP - FAE - GEC Checklist - PBMP Applicability Form - SWMP Checklist All EPC DPW Stormwater comments have been addressed. Please address any remaining outstanding comments from other agencies and then upload the final signed/stamped and dated documents for approval. SW Docs that still need to be signed include: - ESQCP Reviewed by: Glenn Reese, P.E. Stormwater Engineer III GlennReese@elpasoco.com |
7/16/2024 6:24:30 PM | |
|
Colorado Springs Public Works
5/23/2024 10:12:33 AM |
If Marksheffel is going to be annexed into the City, submit street construction plans to Engineering Development Review and Traffic Engineering in the Project Dox system for all proposed work in and adjacent to this ROW. Thank you. https://coloradosprings-co-us.avolvecloud.com/ Joel Dagnillo, P.E. Engineering Development Review City of Colorado Springs (719)385-5412 Joel.dagnillo@coloradosprings.gov |
5/23/2024 10:12:33 AM | |
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Colorado Division of Water Resources
5/22/2024 3:26:52 PM |
5/22/2024 3:26:52 PM | |
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PCD Engineering Division
5/17/2024 1:56:20 PM |
TIS Redlines | 5/17/2024 1:56:20 PM |
| View |
PCD Engineering Division
5/17/2024 1:55:14 PM |
CDs Redlines | 5/17/2024 1:55:14 PM |
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PCD Engineering Division
5/17/2024 1:54:48 PM |
Signal Plan Redlines | 5/17/2024 1:54:48 PM |
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PCD Engineering Division
5/17/2024 1:54:23 PM |
Plat Redlines (Engineering Comments) | 5/17/2024 1:54:23 PM |
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PCD Engineering Division
5/17/2024 1:53:45 PM |
FAE Redlines | 5/17/2024 1:53:45 PM |
| View |
PCD Engineering Division
5/17/2024 1:52:58 PM |
Drainage Report Redlines | 5/17/2024 1:52:58 PM |
| View |
PCD Engineering Division
5/17/2024 1:52:31 PM |
Deviation Request Redlines | 5/17/2024 1:52:31 PM |
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PCD Engineering Division
5/17/2024 1:51:55 PM |
GEC Redlines | 5/17/2024 1:51:55 PM |
|
PCD Engineering Division
5/17/2024 1:58:53 PM |
Review 1: DPW Engineering comments have been provided on the following uploaded documents: - Drainage Report - FAE - Deviation Request - Final Plat - Signal Plans - Street/Storm Profiles - TIS Please call or email to set up meeting with staff (719-520-7951) to discuss signals/Carriage Meadow intersection. Provide updated closure sheets as ones provided appear to be for a different project. Due to the nature of some of the comments provided, additional comments may be generated on next submittal. Reviewed by: Bret Dilts, P.E. bretdilts@elpasoco.com Charlene Durham, P.E. charlenedurham@elpasoco.com |
5/17/2024 1:58:53 PM | |
|
EPC Sheriff's Department
5/15/2024 2:00:55 PM |
No Issues EPSO | 5/15/2024 2:00:55 PM | |
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Security Fire Protection District
5/14/2024 6:33:01 PM |
The Fire Department has no objections to the foinal plat as descroibed. Prior to building, fire protection water supply and hydrants with commercial spacing will have to be approved. MAS for SFD | 5/14/2024 6:33:01 PM | |
| View |
PCD Project Manager
5/14/2024 2:49:55 PM |
Final Plat Redlines - Planning Comments Only | 5/14/2024 2:49:55 PM |
|
Pikes Peak Regional Building Department
5/13/2024 3:16:26 PM |
Enumerations has the following comments: 1. Enumerations feels that the access drive which runs along lots 1-5 should be a named private street, with all addressing assigned from said private street. Submit a proposed street name to Justin and Glenn at El Paso/Teller 911 for approval. Once a street name is approved, it needs to be added to the plat. 2. Submit a copy of this plat to Enumerations for address assignment once a street name has been approved. 3. Enumerations will review the mylar prior to recording as per usual procedure. An Enumerations fee of $10 per lot/tract to which an address is assigned will be due at the time of mylar review. Brent Johnson Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2888 E: brent@pprbd.org W: pprbd.org |
5/13/2024 3:16:26 PM | |
| View |
EPC Stormwater Review
5/13/2024 2:36:03 PM |
SWMP Checklist | 5/13/2024 2:36:03 PM |
| View |
EPC Stormwater Review
5/13/2024 2:22:19 PM |
SWMP | 5/13/2024 2:22:19 PM |
| View |
EPC Stormwater Review
5/13/2024 2:21:33 PM |
PBMP Applicability Form | 5/13/2024 2:21:33 PM |
| View |
EPC Stormwater Review
5/13/2024 2:21:14 PM |
GEC Checklist | 5/13/2024 2:21:14 PM |
| View |
EPC Stormwater Review
5/13/2024 2:20:50 PM |
ESQCP | 5/13/2024 2:20:50 PM |
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Colorado Geological Survey
5/13/2024 1:26:29 PM |
This final plat referral includes rezoning 9.73 acres from PUD Commercial to Commercial Service and replat 6 individual commercial lots. The site is outside the mapped floodplain of Jimmy Camp Creek. CGS agrees with RMG’s assessment that the site is not exposed to any geologic hazards that preclude the proposed development. RMG notes on page 16 of their Soils and Geology Study (Rocky Mountain Group (RMG), April 9, 2024), geologic conditions identified include expansive soils and bedrock, compressible soils, seasonally fluctuating groundwater, faults/seismicity, and radon. Provided RMG’s preliminary recommendations are adhered to, CGS has no objection to approval of the final plat. We offer the following comments and recommendations. 1. RMG states (page 13), “A minimum 3 to 5-foot separation is generally recommended between the bottom of the foundation components/floor slabs and the estimated seasonal high-water table levels.” Groundwater levels as shallow as 17 feet were measured in RMG’s soil and geology study. Groundwater levels typically rise after development, and measurements of groundwater variations provide a basis for anticipating future groundwater levels. Since the proposed development will consist of commercial facilities, it is not likely that below-grade levels will be planned. 2. CGS agrees with RMG (page 20), “Where clay soils are present, the subexcavation should extend to minimum depths of 5 feet (if granular, non-expansive structural fill is used) or 6 feet (if moisture-conditioned expansive structural fill is used below the bottom of all proposed foundation components.” Mitigation measures for expansive soils and bedrock and compressible soils should be included in the final plat. 3. RMG states on page 23, “The foundation systems for all proposed structures should be designed and constructed based upon recommendations developed in a site-specific subsurface soil investigation.” CGS recommends that lot-specific soil investigations be performed once building locations have been identified. Submitted 5/13/2024 by Amy Crandall, Engineering Geologist, Colorado Geological Survey (303-384-2632 or acrandall@mines.edu) |
5/13/2024 1:26:29 PM | |
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Colorado Springs Public Works
5/13/2024 10:13:45 AM |
Traffic Engineering has the following comment: 1- The Traffic Impact Study (TIS) recommends that Marksheffel Road/West Driveway (Intesection#4) to provide a 265 feet of northbound right deceleration lane, with a 220 feet taper length. The proposed access location only allows for 200 feet of deceleration lane, and a 180 feet taper length. Please modify the plan and the TIS accordingly. 2- Any onsite or offsite improvements should be incorporated into the Civil Drawings and conform to standards of the City of Colorado Springs and the Manual on Uniform Traffic Control Devices (MUTCD). Civil Drawings will need to be loaded into ProjectDox program for all city agencies review. Zaker Alazzeh, P.E. Traffic Engineering Manager/Deputy City Traffic Engineer City of Colorado Springs (719) 385-5468 Zaker.Alazzeh@coloradosprings.gov |
5/13/2024 10:13:45 AM | |
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Mountain View Electric Association, Inc.
5/13/2024 8:57:00 AM |
See attached comments | 5/13/2024 8:57:00 AM |
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Widefield SD 3
5/10/2024 1:11:53 PM |
5/10/2024 1:11:53 PM | |
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EPC Stormwater Review
5/13/2024 1:44:49 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 - PBMP Applicability Form - SWMP - SWMP Checklist Reviewed by: Glenn Reese, P.E. Stormwater Engineer III GlennReese@elpasoco.com |
5/13/2024 1:44:49 PM | |
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County Attorney - Water
5/3/2024 11:54:01 AM |
County Attorney’s Office will review for water sufficiency following receipt of findings from the Colorado Division of Water Resources. In the meantime, in the Water Resources Report, the Tables on page 4 and page 10 of the Water Resources Report showing estimated water demand do not match. Please fix these figures. | 5/3/2024 11:54:01 AM | |
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PCD Administrative Notice
5/1/2024 12:29:18 PM |
On 4/29/2024, PCD mailed "Notice of Application" letters to surrounding property owners within a 500-foot range (93 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 = $59.52 MM | 5/1/2024 12:29:18 PM | |
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EPC Parks Department
5/1/2024 11:50:44 AM |
The Parks and Community Services Department has reviewed Villages at Lorson Ranch Rezone and Filing No. 1 Final Plat, and is providing the following administrative comments on behalf of El Paso County Parks: Village at Lorson Ranch totals 9.73 acres and includes a rezone from PUD to CS, a final plat for six commercial lots, and one tract. The property is located at the intersection of Marksheffel Road and Fontaine Blvd. The El Paso County Parks Master Plan shows no parks, trails, or open space impacted by these two applications. The proposed commercial subdivision borders the future South Marksheffel and Fontaine Blvd Bicycle Routes. However, the bicycle routes will be accommodated within the public right-of-way and will not affect the proposed subdivision. There are no park lands or trail easement dedications necessary for this commercial application. Furthermore, commercial applications are not subject to park fees, so this application does not require consideration by the El Paso County Park Advisory Board. |
5/1/2024 11:50:44 AM | |
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Colorado Parks and Wildlife
4/26/2024 8:25:50 PM |
4/26/2024 8:25:50 PM | |
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911 Authority - El Paso/Teller County
4/26/2024 9:35:23 AM |
Comments for E911 as follows: Streetnaming information (criteria and existing/reserved names) for the private streets intended for this development can be found at: http://elpasoteller911.org/191/Street-Name-Database Private street suffixes should be assigned from the following: Grove, Height, Point, or View. Thank you. Justin |
4/26/2024 9:35:23 AM | |
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EPC Environmental Services
4/24/2024 2:34:55 PM |
4/24/2024 2:34:55 PM |