Project Review Comments
- Project Name
- Foundation Lutheran Church Subdivision Filing 1
- Description
- Creation of a new commercial lot from an open space tract that was not previously buildable, and did not have a water finding. ( Tract C Filing No 13 to a single Lot). Water sufficiency is required with this new plat
- Location
- Parcels
- 5225208001 5225208001
- Applicant
-
RMG-Architects
Jennifer Zezlina ( JZezlina@rmg-engineers.com ) Jennifer Zezlina ( JZezlina@rmg-engineers.com ) - EA Number
- EA20172
- File Number
- SF2321
- Project Manager
- Ryan Howser
- Status
- Closed
- Created
- 5/2/2023 7:57:05 AM
View: Project Documents
Agency | Comment | ||
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County Attorney - Development Review
3/19/2024 12:52:02 PM |
Signature to SIA attached. | 3/19/2024 12:52:02 PM |
EPC Stormwater Review
3/13/2024 8:11:00 AM |
Review 6: EPC DPW Stormwater has no more comments. Planner: No re-review is necessary. Reviewed by: Mikayla Hartford Stormwater Engineer I MikaylaHartford@elpasoco.com |
3/13/2024 8:11:00 AM | |
PCD Engineering Division
3/12/2024 6:45:54 PM |
Engineering Review Ver.7 No further Engineering Comments. Updated and signed documents received on 3/12/24. Comments addressed on the following documents. FDR_V7 GEC/CD_V7 Documents routed for approval. SIA to be completed at time of plat recordation. Road Impact Fees due at time of building permit. https://publicworks.elpasoco.com/road-impact-fees/ Public/Institutional $3,372/1,000 sf 9730sqft Buidling per site plan Road Impact Fee $32,809.56 Thank you Edward Schoenheit, Engineer I E.P.C. Dept. of Public Works 2880 International Circle Colorado Springs, CO. 80910 Office: 719.520.6813 Cell: 719.502.9659 |
3/12/2024 6:45:54 PM | |
PCD Engineering Division
2/5/2024 9:27:18 AM |
Engineering Review Ver.6 Drainage Report_V6 (1/10/24 dated version) Please address comments on PPR2321 FDR review prior to final submittal for approval. CDs/GEC Plan: Please see and address comments in PPR2321. Please provide a signing and stripping sheet in the Construction Drawings set for PPR2321 Site Dev Plan submittal. Must be provided by PRECON. Owner to sign CDs/GEC Plan sheets. Ensure PPR2321 comments are resolved. SIA agreement form to be signed at time of plat recordation. Comments resolved on the following documents for SF2321 FAE_V6 Plat_V6 Thank you Edward Schoenheit, Engineer I E.P.C. Dept. of Public Works 2880 International Circle Colorado Springs, CO. 80910 Office: 719.520.6813 Cell: 719.502.9659 |
2/5/2024 9:27:18 AM | |
EPC Stormwater Review
2/5/2024 9:52:35 AM |
Review 5: EPC DPW Stormwater provided drainage report comments on the last submittal under PPR2321. Please address the comments from the last submittal and upload the drainage report with the next submittal for review. Reviewed by: Mikayla Hartford Stormwater Engineer I MikaylaHartford@elpasoco.com |
2/5/2024 9:52:35 AM | |
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PCD Engineering Division
1/11/2024 4:26:31 PM |
V5_Plat | 1/11/2024 4:26:31 PM |
PCD Engineering Division
1/11/2024 4:27:38 PM |
Engineering Review Ver.5 Final Plat_V5 Please add plat note per email discussion on 1/9/24. Drainage Report_V6 (1/10/24 dated version) Please address comments on PPR2321 FDR review prior to final submittal. Drainage basin and bridge fees were updated and are accepted for the plat recording. CDs/GEC Plan: Please see and address comments in PPR2321. Please provide a signing and stripping sheet in the Construction Drawings set for PPR2321 Site Dev Plan submittal. Coordinate with traffic engineer for the signing and stripping details based off the TIS. Design details for the pipe connection at Tract C (parcel #5225311024) private Storm Sewer are needed in the CDs/GEC Plan sheets. Owner and Engineer sign CDs/GEC Plan sheets. FAE_V5. Please have owner sign the 11/26/23 version. Owner signature missing. Road Impact Fees are applicable for the church structure. Public/Institutional $3,372/1,000sqft to be paid at plat recordation or at time of building permit. PID participation is not permitted as a tax-exempt entity. SIA agreement form has been provided to be completed at time of plat recordation. PCD Planner please program 5 business day re-review. Thank you Edward Schoenheit, Engineer I E.P.C. Dept. of Public Works 2880 International Circle Colorado Springs, CO. 80910 Office: 719.520.6813 Cell: 719.502.9659 |
1/11/2024 4:27:38 PM | |
PCD Project Manager
1/11/2024 10:53:34 AM |
Planning Division has no further comments at this time. Please address all engineering comments prior to plat recordation. | 1/11/2024 10:53:34 AM | |
EPC Stormwater Review
1/11/2024 11:28:07 AM |
Review 4: EPC DPW Stormwater comments have been provided (in orange text boxes) on the following uploaded documents (See PPR2321 for Uploaded Comments): - DR - ESQCP - GEC Plan - SWMP - SWMP Checklist Reviewed by: Mikayla Hartford Stormwater Engineer I MikaylaHartford@elpasoco.com |
1/11/2024 11:28:07 AM | |
County Attorney - Development Review
1/5/2024 9:05:34 AM |
No further comments. | 1/5/2024 9:05:34 AM | |
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PCD Project Manager
12/27/2023 2:56:25 PM |
Please see attached comments on the Drainage Report. There is a summary of comments as the last page. These comments shall be addressed, along with all other comments, prior to plat recordation. | 12/27/2023 2:56:25 PM |
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EPC Health Department
12/22/2023 11:44:39 AM |
12/22/2023 11:44:39 AM | |
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Mountain View Electric Association, Inc.
12/18/2023 11:14:39 AM |
See attached comments | 12/18/2023 11:14:39 AM |
PCD Project Manager
12/14/2023 3:37:08 PM |
Please note that we have scheduled this case to be heard at the January 4, 2024 Planning Commission hearing. Please note that staff still has outstanding comments. This may not hold up the hearing process, and the BoCC may still be able to render a decision; however, please note that the BoCC decision will contain conditions of approval that all remaining outstanding comments shall be resolved prior to plat recording. | 12/14/2023 3:37:08 PM | |
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PCD Project Manager
12/14/2023 3:35:54 PM |
Planning Review 3: Planning Division has provided comments on the Final Plat (attached). | 12/14/2023 3:35:54 PM |
PCD Engineering Division
12/14/2023 8:29:59 AM |
Engineering Review Ver.4 Engineering has no comments on the Water Resources Report and will complete Review 4 once the Engineering Documents with previously unresolved comments are submitted. Please address comments on the following documents which are still outstanding from V3 review. Drainage Report_V3 Comments refers to drainage basin fees. CDs: Please provide a signing and stripping sheet in the Construction Drawings set. Coordinate with traffic engineer for the signing and stripping details based off the TIS. Ensure all pages of the CDs/GEC Plan sheets are stamped and signed. Road Impact Fees are applicable for the church structure. Public/Institutional $3,372/1,000sqft A Subdivision Improvement Agreement (SIA) will be required. Thank you Edward Schoenheit, Engineer I E.P.C. Dept. of Public Works 2880 International Circle Colorado Springs, CO. 80910 Office: 719.520.6813 Cell: 719.502.9659 |
12/14/2023 8:29:59 AM | |
EPC Stormwater Review
12/13/2023 5:24:27 PM |
EPC DPW Stormwater has no comments on the Water Resources Report and will complete Review 4 once the Engineering Documents with previously unresolved comments are submitted. Please see Review 3 stormwater comments. Reviewed by: Mikayla Hartford Stormwater Engineer I MikaylaHartford@elpasoco.com |
12/13/2023 5:24:27 PM | |
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County Attorney - Water
12/11/2023 2:43:04 PM |
See attached Water Supply Review and Recommendations. | 12/11/2023 2:43:04 PM |
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County Attorney - Development Review
12/11/2023 8:39:46 AM |
Edits to SIA attached. | 12/11/2023 8:39:46 AM |
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Colorado Department of Public Health and Environment
11/21/2023 10:13:02 AM |
Please see auto responder from CDPHE. Please let us know if you have additional question. | 11/21/2023 10:13:02 AM |
Colorado Geological Survey
11/17/2023 11:12:12 AM |
The site does not contain steep slopes or flood hazards, nor is it exposed to any geologic hazards that preclude the proposed facility. RMG’s characteristics of the site geology and preliminary geotechnical recommendations appear appropriate to address the potential geologic constraints identified at this site, including expansive bedrock, potentially uncontrolled/undocumented fill placement, and seasonally fluctuating groundwater (Soil and Geology Study (Rocky Mountain Group (RMG), September 26, 2023). CGS has no objection to the approval of the final plat. We offer the following comments. 1. Grading plans were not provided in the referral documents, and RMG’s borings were drilled to depths less than 20 feet. Therefore, if a below-grade level is planned, RMG’s test borings may not extend to sufficient depths to provide meaningful information about soil and bedrock engineering properties and groundwater levels. Additional investigation, sampling, testing, and analysis are needed if a below-grade level is planned. 2. CGS recommends that RMG be retained to review the project plans and specifications for conformance with the recommendations provided in their report. Submitted 11/17/2023 by Amy Crandall, Engineering Geologist, Colorado Geological Survey (303-384-2632 or acrandall@mines.edu) |
11/17/2023 11:12:12 AM | |
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Colorado Parks and Wildlife
11/17/2023 9:16:58 AM |
11/17/2023 9:16:58 AM | |
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El Paso County Conservation Dist
11/14/2023 9:38:03 AM |
11/14/2023 9:38:03 AM | |
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EPC Parks Department
11/13/2023 3:55:00 PM |
See final Parks comments attached. | 11/13/2023 3:55:00 PM |
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PCD Project Manager
11/13/2023 9:29:37 AM |
Address the comments in the attached document. -Water Resource Report Lekishia Bellamy Planner I 719-520-7943 |
11/13/2023 9:29:37 AM |
Pikes Peak Regional Building Department
11/10/2023 9:09:45 AM |
Enumerations has no further comment. Becky Allen 719-799-2707 |
11/10/2023 9:09:45 AM | |
Colorado Springs Utilities, Dev, Svc.(includes water resources)
11/9/2023 9:42:32 AM |
This outside of CSU service area, no comments | 11/9/2023 9:42:32 AM | |
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EPC Environmental Services
11/9/2023 9:42:30 AM |
11/9/2023 9:42:30 AM | |
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EPC Stormwater Review
11/8/2023 6:27:49 PM |
SWMP Checklist_v3 | 11/8/2023 6:27:49 PM |
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EPC Stormwater Review
11/8/2023 6:27:21 PM |
SWMP_v3 | 11/8/2023 6:27:21 PM |
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EPC Stormwater Review
11/8/2023 6:26:56 PM |
GEC Checklist_v3 | 11/8/2023 6:26:56 PM |
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EPC Stormwater Review
11/8/2023 6:26:22 PM |
FAE_v3 | 11/8/2023 6:26:22 PM |
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EPC Stormwater Review
11/8/2023 6:25:01 PM |
ESQCP_v3 | 11/8/2023 6:25:01 PM |
EPC Stormwater Review
11/8/2023 6:28:06 PM |
Review 3: EPC DPW Stormwater comments have been provided (in orange text boxes) on the following uploaded documents: - GEC Plan...............(to be uploaded with Development Services comments) - ESQCP - FAE - GEC Checklist - SWMP - SWMP Checklist Reviewed by: Christina Prete, P.E. Stormwater Engineer III ChristinaPrete@elpasoco.com |
11/8/2023 6:28:06 PM | |
PCD Engineering Division
11/8/2023 6:03:06 PM |
Engineering Review Ver.3 Engineer comments resolved on the following documents. Final Plat V3 LOI_V3 FAE_V3 TIS_V3 Deviation Request-submitted and being reviewed. Please address comments on the following documents Drainage Report_V3 Comments refers to drainage basin fees. CDs: Please provide a signing and stripping sheet in the Construction Drawings set. Coordinate with traffic engineer for the signing and stripping details based off the TIS. Ensure all pages of the CDs/GEC Plan sheets are stamped and signed. Road Impact Fees are applicable for the church structure. Public/Institutional $3,372/1,000sqft A Subdivision Improvement Agreement (SIA) will be required. Thank you Edward Schoenheit, Engineer I 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/ |
11/8/2023 6:03:06 PM | |
Upper Black Squirrel Creek GWMD
11/8/2023 2:15:16 PM |
The Upper Black Squirrel Creek GWMD does not have any comments at this time but respectfully reserves the right to comment on any future submittals. Thank you. | 11/8/2023 2:15:16 PM | |
Falcon Fire Protection District
11/8/2023 12:22:43 PM |
No additional comments on the Final Plat. All Falcon Fire Department comments were addressed on the returned letter for the Plot Plan Review. Returned on August 10, 2023. | 11/8/2023 12:22:43 PM | |
County Attorney - Water
11/7/2023 2:48:25 PM |
A Water Resource Report has not been uploaded, the County Attorney's Office will review for sufficiency after all required documentation has been received. | 11/7/2023 2:48:25 PM | |
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Colorado Division of Water Resources
11/4/2023 5:01:34 PM |
See attached letter. | 11/4/2023 5:01:34 PM |
RBD Floodplain
11/3/2023 3:37:20 PM |
site not in the SFHA, no comment | 11/3/2023 3:37:20 PM | |
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Colorado Division of Water Resources
11/3/2023 12:24:11 PM |
See attached letter. | 11/3/2023 12:24:11 PM |
EPC Stormwater Review
10/30/2023 4:01:17 PM |
Review 2: EPC Stormwater comments will be provided under PPR2321. Reviewed by: Christina Prete, P.E. Stormwater Engineer III ChristinaPrete@elpasoco.com |
10/30/2023 4:01:17 PM | |
Pikes Peak Regional Building Department
10/27/2023 2:19:34 PM |
All comments have been addressed. No further comments. | 10/27/2023 2:19:34 PM | |
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PCD Project Manager
10/27/2023 7:39:17 AM |
Planning Review Ver.2 Please see the review comments on the following documents: - Final Plat Drawing V2 - LOI V2 Lekishia Bellamy Planner I El Paso County • Planning & Community Development Office: (719) 520-7943 • Mobile: (719) 922-7439 https://planningdevelopment.elpasoco.com/ https://planningdevelopment.elpasoco.com/ |
10/27/2023 7:39:17 AM |
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PCD Engineering Division
10/26/2023 5:07:08 PM |
BLANK DEVIATION FORM | 10/26/2023 5:07:08 PM |
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PCD Engineering Division
10/26/2023 5:04:53 PM |
FAE_V2 | 10/26/2023 5:04:53 PM |
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PCD Engineering Division
10/26/2023 5:04:32 PM |
TIS_V2 (First Review) | 10/26/2023 5:04:32 PM |
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PCD Engineering Division
10/26/2023 5:03:49 PM |
FDR_V2 | 10/26/2023 5:03:49 PM |
County Attorney - Water
10/25/2023 8:58:10 AM |
The County Attorney’s Office will review for sufficiency after the following items are resolved: 1) The Water Supply Information Summary must include an estimated total water demand in acre-feet in section 9; 2) The Commitment Letter must express an annual amount of committed water in acre-feet; |
10/25/2023 8:58:10 AM | |
PCD Engineering Division
10/26/2023 5:01:26 PM |
Engineering Review Ver.2 Please see engineering review comments on the following document Final Plat Drawing_V2 (To be uploaded by PCD Planner) LOI_V2 (To be uploaded by PCD Planner) FDR_V2 Engineer Comments only. The Final Drainage Report will need to be submitted with the Plat with all corrections made. Note: Drainage basin and bridge fees has not been previously paid for this Tract C. See notes in FDR_V2. Additional Stormwater Dept comments are pending on the SDP PPR2321 submittal on the GEC and FDR. TIS_V1. Ensure FAE is updated to reflect public improvement to include all roads and intersections to include restriping and all signage. Construction Drawings sheets will be required with the plat submission for all road improvement and lane restriping on Londonberry and Towner for turn lanes into the lot. Submit CDs. A deviation is required to be submitted for access to collector roadways as discussed during EA202172. Please submit one deviation form with the next TIS submission to address access. Ensure deviations provided exhibits for the restriping from the TIS. FAE_V2. Note the FAE will be approved with the Plat since the Plat must be approved before the Site Development Plan. Submit corrected FAE with the Plat. A Subdivision Improvement Agreement (SIA) will be required. Thank you Edward Schoenheit, Engineer I 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/ |
10/26/2023 5:01:26 PM | |
County Attorney - Water
8/29/2023 2:53:53 PM |
The County Attorney’s Office will review for sufficiency after the following items are resolved: 1) Pursuant to Land Development Code 8.4.7(B) please upload a Water Resource Report; 2) The Water Supply Information Summary must include an estimated total water demand in acre-feet in section 9; 3) The Commitment Letter must express an annual amount of committed water in acre-feet; |
8/29/2023 2:53:53 PM | |
El Paso County Conservation Dist
8/22/2023 10:18:06 AM |
Reviewed without comment. | 8/22/2023 10:18:06 AM | |
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PCD Project Manager
8/21/2023 10:38:23 AM |
Planning Review Ver.1 Please see review comments on the following documents: - FDR V1 - Traffic Impact Study- Report is missing. Required. Please submit. - Final Plat Drawing V1 - Soils & Geological Report V1 - LOI V1 Please refer to PPR2321 for comments. Lekishia Bellamy Planner I El Paso County • Planning & Community Development Office: (719) 520-7943 https://planningdevelopment.elpasoco.com/ |
8/21/2023 10:38:23 AM |
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Colorado Department of Public Health and Environment
8/18/2023 11:33:11 AM |
Please find CDPHEs standard comments attached. | 8/18/2023 11:33:11 AM |
PCD Engineering Division
8/17/2023 6:25:54 PM |
Engineering Review Ver.1 Please see the engineering review comments on the following documents: - FDR V1 - Traffic Impact Study- Report is missing. Required. Please submit. - Final Plat Drawing V1 - Soils & Geological Report V1 - LOI V1 Due to the nature and extent of comments and missing TIS subsequent review may have additional comments and require updates to additional documents submitted for the SDP. (GEC Plan, FAE and SDP). CDs may be required. Please refer to PPR2321 for comments. Edward Schoenheit, Engineer I 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/ |
8/17/2023 6:25:54 PM | |
Colorado Geological Survey
8/17/2023 10:19:59 AM |
The final plat referral will include a one-story church on 5.97 acres at 10387 Mt Evans Drive in Peyton. 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 also be performed. The submitted subsurface soil investigation (RMG, April 3, 2023) does not discuss the site geology nor directly discuss the potential geologic hazards associated with the site. Even so, the site does not contain steep slopes or flood hazards, nor is it exposed to any geologic hazards that preclude the proposed facility. RMG’s geotechnical recommendations appear appropriate to address the potential geologic constraints identified at this site, including undocumented/uncontrolled fill soils. Provided a geologic hazard report has been prepared, and RMG’s recommendations are strictly adhered to, CGS has no objection to approval. We offer the following comments. 1. Reference to the geology report and a list of geologic hazards and constraints should be included on the final plat. 2. Grading plans were not provided in the referral documents, and RMG’s borings were drilled to depths less than 20 feet. Therefore, if a below-grade level is planned, RMG’s test borings may not extend to sufficient depths to provide meaningful information about soil and bedrock engineering properties and groundwater levels. Additional investigation, sampling, testing, and analysis are needed if a below-grade level is planned. 3. CGS recommends RMG be retained to review the project plans and specifications for conformance with the recommendations provided in their report. Submitted 8/17/2023 by Amy Crandall, Engineering Geologist, Colorado Geological Survey (303-384-2632 or acrandall@mines.edu) |
8/17/2023 10:19:59 AM | |
Falcon Fire Protection District
8/16/2023 12:18:35 PM |
No additional comments on the Final Plat. All Falcon Fire Department comments were addressed on the returned letter for the Plot Plan Review. Returned on August 10, 2023. | 8/16/2023 12:18:35 PM | |
EPC Stormwater Review
8/16/2023 7:48:19 AM |
Review 1: EPC Stormwater comments have been provided under PPR2321. Reviewed by: Christina Prete, P.E. Stormwater Engineer III ChristinaPrete@elpasoco.com |
8/16/2023 7:48:19 AM | |
Colorado Parks and Wildlife
8/10/2023 10:51:42 AM |
Thank you for the opportunity to comment, at this time Colorado Parks and Wildlife has no comment | 8/10/2023 10:51:42 AM | |
Pikes Peak Regional Building Department
8/7/2023 8:19:00 AM |
1. The address for the new church will be 9960 Towner Avenue. 2. Please add the address to the final plat as close to the street as possible. 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 September 28th, 2022, an additional over the phone transaction fee of 2.95% of the total transaction will apply for any credit card payment. The fee for the final plat will be $10.00 for the one address. 3. 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 4. 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 Becky Allen Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-799-2707 W: pprbd.org E: beckya@pprbd.org |
8/7/2023 8:19:00 AM | |
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Colorado Division of Water Resources
7/26/2023 2:25:21 PM |
See attached letter. | 7/26/2023 2:25:21 PM |
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EPC Parks Department
7/26/2023 10:06:33 AM |
See administrative Parks comments attached. | 7/26/2023 10:06:33 AM |
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EPC Environmental Services
7/25/2023 1:37:42 PM |
7/25/2023 1:37:42 PM | |
Paint Brush Hills Metro
7/21/2023 8:18:43 AM |
At this time Paint Brush hills has no objections or comments. Woodmen Hills Metro district seems to be unnecessarily delaying this process, This is a small church with a 3/4 inch water line, the waste water SFE should be 1. They were giving plans for review on June 13th. The church and district were told several times it would be ready by next Final after after 6 weeks they stated it was 4-5 weeks process, NOW they are saying 4-5 more weeks. The county should hold WHMD accordable for this delay. | 7/21/2023 8:18:43 AM | |
Upper Black Squirrel Creek GWMD
7/20/2023 4:12:11 PM |
The Upper Black Squirrel Creek GWMD does not have any comments at this time but respectfully reserves the right to comment on any future submittals. | 7/20/2023 4:12:11 PM | |
RBD Floodplain
7/20/2023 2:33:04 PM |
site not in floodplain , no comment | 7/20/2023 2:33:04 PM |