View: Project Documents
| Agency | Comment | ||
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PCD Engineering Division
6/27/2023 9:25:06 AM |
Review 4: No additional comments. Reviewed by: Gilbert LaForce, PE gilbertlaforce@elpasoco.com |
6/27/2023 9:25:06 AM | |
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EPC Stormwater Review
6/5/2023 1:01:37 PM |
EPC DPW Stormwater still has no further comments. Planner: no re-review necessary. | 6/5/2023 1:01:37 PM | |
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EPC Health Department
10/28/2020 4:05:53 PM |
10/28/2020 4:05:53 PM | |
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County Attorney - Development Review
10/26/2020 1:48:16 PM |
No further changes proposed to SIA or to Detention Maintenance Agreement. The pdf of the Detention Maintenance Agreement reviewed is acceptable as the final agreement. | 10/26/2020 1:48:16 PM | |
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PCD Engineering Division
10/14/2020 5:19:25 PM |
Engineering documents have been approved and ready to be uploaded to eDARP. | 10/14/2020 5:19:25 PM | |
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EPC Stormwater Review
10/14/2020 5:18:10 PM |
Review 2: ECP Stormwater comments have been resolved on the following documents: - CD - Drainage Report - ESQCP - FAE - GEC Plan - GEC Checklist - SWMP - SWMP Checklist ECP Stormwater has no further comments at this time. Reviewed by: Glenn Reese Stormwater Engineer I glennreese@elpasoco.com |
10/14/2020 5:18:10 PM | |
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PCD Engineering Division
10/13/2020 4:04:29 PM |
Review 3: Review comments have been resolved. 1. Upload the following engineering documents with signatures for final approval: * Traffic Impact Study * Private Detention Basin/BMP Maintenance Agreement and Easement 2. Upon receipt upload a copy of the State's response to the applicant's Non-Jurisdictional Water Impoundment Structure application form. 3. Per ECM 5.9.4. Upload construction drawings and final plat base drawings in CAD file format with the final signature approval. Provide at least two survey reference points within the submitted CAD file to allow the County to move, fit and rotate the project file to the survey coordinate system used by El Paso County. 4. Upload the documents requested by the Stormwater Team during their first review (list below). Stormwater Team review of these documents are pending. * Operations & Maintenance Manual * MS4 Form * PBMP Applicability Form * SDI Worksheet Reviewed by: Gilbert LaForce, PE gilbertlaforce@elpasoco.com |
10/13/2020 4:04:29 PM | |
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County Attorney - Development Review
10/6/2020 11:20:58 AM |
Comments to Detention Basin Agreement attached. It is not clear from the document why both the HOA and the Metro District were included, so I deleted references to the HOA and changed the provisions to reflect ownership of the 2 tracts by the Metro District. If it is the intent that the 2 tracts be owned by the HOA, and that the Metro District have an easement for pond maintenance, then only a few minor corrections need to be made. The HOA does not need to be made a party; as a successor property owner, it will be bound by the agreement. | 10/6/2020 11:20:58 AM |
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County Attorney - Development Review
10/6/2020 11:18:05 AM |
Comments to SIA attached. | 10/6/2020 11:18:05 AM |
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PCD Project Manager
10/1/2020 4:51:58 PM |
The deviation for sight distance was 1 sheet? Please upload a signed deviation application (more than 1 page). | 10/1/2020 4:51:58 PM | |
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PCD Project Manager
10/1/2020 4:51:10 PM |
Plat Redlines. Please address redlines, and please fill in the PID number and the reception number for the PUD. | 10/1/2020 4:51:10 PM |
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PCD Project Manager
10/1/2020 4:50:16 PM |
GEC Redlines. Correct sign and stamp for approval. | 10/1/2020 4:50:16 PM |
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PCD Project Manager
10/1/2020 4:49:45 PM |
FAE Redlines. Correct sign and stamp for approval. | 10/1/2020 4:49:45 PM |
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PCD Engineering Division
10/1/2020 2:54:24 PM |
Review 2 comments on the following documents will be uploaded by the project manager: * GEC * Plat * Deviation Request for Sight Distance. * Financial Assurance Estimate Comments resolved on the following documents: - Letter of Intent - Traffic Impact Study - Drainage Report - Street/Storm Construction Drawings Reviewed by: Gilbert LaForce, PE gilbertlaforce@elpasoco.com |
10/1/2020 2:54:24 PM | |
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EPC Parks Department
9/30/2020 10:29:00 AM |
See attached final administrative comments on behalf of El Paso County Parks | 9/30/2020 10:29:00 AM |
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Pikes Peak Regional Building Department
9/29/2020 9:50:44 AM |
Regarding a request for approval of a final plat for Ponderosa at Lorson Ranch Filing No. 3, Enumerations has the following comments: 1. Previous comments stated that a plat note needed to be added stating the address placement for the proposed residences. This note is missing from this plat. The address plan that was returned to the applicant shows Enumerations’ instructions for address placement. 2. Lots 72 & 73 have duplicate lot numbers shown and the duplicate Lot 73 partially covers the address. 3. Previous comments regarding recording still apply. Brent Johnson Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2888 E: brent@pprbd.org W: pprbd.org |
9/29/2020 9:50:44 AM | |
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Colorado Geological Survey
9/24/2020 12:57:24 PM |
The available referral documents include a Geology and Soils Study, Lots 1-90, Townhomes at Ponderosa North at Lorson Ranch, Filing No. 3 (RMG, revised November 8, 2019). There is a newer, amended version of this report (RMG, January 20, 2020, reviewed by CGS on 7/28/2020) that corrects errors in the 11/8/2019 report. General Plat Note 22 (sheet 2 of the Ponderosa at Lorson Ranch Filing No. 3 final plat, M&S Civil Consultants, Inc., revised September 3, 2020) correctly refers to RMG's 1/20/2020 amended report. However, the statement "The constraints listed are not considered hazards" is misleading with respect to radon. CGS suggests instead, "The constraints listed are not considered unusual for the Front Range Region of Colorado." RMG's report (page 11) and the plat note indicate a misunderstanding of the phrase "moisture-sensitive." Any material that exhibits volume change in response to a change in water content is moisture sensitive. This includes expansive clay soils and bedrock, which shrink and swell in response to increased and decreased water content, and hydrocompactive (also referred to as collapsible) soils, which are relatively dry, porous, low density soils that re-orient in a tighter, denser, configuration in response to initial or increased wetting. Settlement-prone or compressible soils, however, are not necessarily moisture-sensitive, and may settle or compress under a load independent of water content. Grading, surface drainage, and subsurface drainage must be correctly designed, constructed and maintained to minimize infiltration and wetting of potentially expansive and collapsible soils surrounding foundation elements and floor slabs. The recommendations in RMG's Section 12.4, Foundation Drains, are valid. It is critical that subsurface drainage systems, including foundation perimeter drains, if constructed, are sloped to discharge to an interior pumped sump or a gravity outlet that discharges water as far as possible away from all structures. Jill Carlson, Colorado Geological Survey, carlson@mines.edu |
9/24/2020 12:57:24 PM | |
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Parks Advisory Board
8/18/2020 9:49:51 AM |
See attached comments endorsed by the El Paso County Park Advisory Board on 8/12/2020 | 8/18/2020 9:49:51 AM |
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Colorado Springs Public Works
8/10/2020 12:23:31 PM |
SWENT has no comments on this item. Chris Everhart |
8/10/2020 12:23:31 PM | |
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PCD Project Manager
8/4/2020 8:26:09 AM |
CD Redlines | 8/4/2020 8:26:09 AM |
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PCD Project Manager
8/4/2020 8:25:30 AM |
Drainage Redlines | 8/4/2020 8:25:30 AM |
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PCD Project Manager
8/4/2020 8:24:50 AM |
FAE redlines- PUDSP Landscape needs to be amended then numbers adder to FAE | 8/4/2020 8:24:50 AM |
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PCD Project Manager
8/4/2020 8:24:11 AM |
GEC Plan redlines- See PUDSP file comments also | 8/4/2020 8:24:11 AM |
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PCD Project Manager
8/4/2020 8:23:32 AM |
LOI redlines | 8/4/2020 8:23:32 AM |
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PCD Project Manager
8/4/2020 8:23:08 AM |
Traffic Study Comments | 8/4/2020 8:23:08 AM |
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PCD Project Manager
8/4/2020 8:22:30 AM |
Plat Redlines Review 1- PUDSP needs to be revised and resubmitted for thorough review. | 8/4/2020 8:22:30 AM |
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PCD Project Manager
8/4/2020 7:54:14 AM |
PUDSP1910 comments still remain outstanding. Please resubmit these documents as requested multiple times. Planning Staff will provide a detailed review of the plat upon receivership of the PUDSP documents. | 8/4/2020 7:54:14 AM | |
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Fountain
8/3/2020 3:37:14 PM |
No comments. | 8/3/2020 3:37:14 PM | |
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Colorado Springs Public Works
7/31/2020 3:17:04 PM |
Engineering Development Review has no comments on this item. | 7/31/2020 3:17:04 PM | |
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PCD Engineering Division
8/3/2020 4:08:29 PM |
Review 1 comments on the following documents will be uploaded by the project manager: - Letter of Intent - Traffic Impact Study - GEC - Drainage Report - Street/Storm/Utility Construction Drawings - Financial Assurance Estimate - Plat Reviewed by: Gilbert LaForce, PE gilbertlaforce@elpasoco.com |
8/3/2020 4:08:29 PM | |
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Colorado Geological Survey
7/28/2020 12:28:42 PM |
RMG's Geology and Soils Study, Lots 1-90, Townhomes at Ponderosa North at Lorson Ranch, Filing No. 3 has been amended (1/20/2020) to correct the errors discussed in our 12/5/2019 review. General Plat Note 21 (sheet 2 of the Ponderosa at Lorson Ranch Filing No. 3 final plat, M&S Civil Consultants, Inc., June 19, 2020) refers to a "map of the hazard areas," but RMG's report contains no such map. RMG's Figure 9 is an "Engineering and Geology Map," but does not identify hazards, which include expansive and compressible/collapsible/hydrocompactive soils. RMG's one swell-consolidation test indicated consolidation in response to wetting under a constant load, CH (fat clay) soils were observed, and insufficient testing was performed to rule out the presence of moderately to highly expansive soils. Also, the plat note reference to the county project file where the report can be located is blank. |
7/28/2020 12:28:42 PM | |
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Pikes Peak Regional Building Department
7/28/2020 8:39:14 AM |
Regarding a request for approval of a final plat for Ponderosa at Lorson Ranch Filing No. 3, Enumerations has the following comments: 1. The section shown in the title block is incorrect. This project lies in section 14, not section 23. 2. The applicant has submitted a copy of this plat to Enumerations for addressing. Based on my understanding of the location of the front and rear doors of each unit, Enumerations will return the addresses with comments regarding the required placement on the buildings. A plat note will need to be added stating the required placement. In addition, any building plans submitted need to show the address placement requirements. 3. Prior to recording, Enumerations will review the mylar for addressing, title block, street names and floodplain statement. An Enumerations fee of $10 per lot/tract addressed will be due at the time of mylar review. 4. Provide a copy of the final recorded plat to Enumerations. Enumerations will not approve any building plans submitted without a copy of the final recorded plat in our records. Brent Johnson Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2888 E: brent@pprbd.org W: pprbd.org |
7/28/2020 8:39:14 AM | |
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County Attorney - Development Review
7/27/2020 4:49:50 PM |
1. Proposed edits to SIA attached. 2. Please provide the Detention Maintenance Agreement in Word for ease of editing. |
7/27/2020 4:49:50 PM |
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Colorado Division of Water Resources
7/27/2020 2:35:19 PM |
This office previously provided comments for this referral on December 12, 2019. Those comments are still applicable to this most recent referral. | 7/27/2020 2:35:19 PM |
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EPC Stormwater Review
7/21/2020 11:56:43 AM |
SWMP V_1 | 7/21/2020 11:56:43 AM |
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EPC Stormwater Review
7/21/2020 11:56:20 AM |
SWMP Checklist V_1 | 7/21/2020 11:56:20 AM |
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EPC Stormwater Review
7/21/2020 11:56:09 AM |
GEC Plan V_1 | 7/21/2020 11:56:09 AM |
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EPC Stormwater Review
7/21/2020 11:55:45 AM |
GEC CHecklist V_1 | 7/21/2020 11:55:45 AM |
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EPC Stormwater Review
7/21/2020 11:55:31 AM |
FAE V_1 | 7/21/2020 11:55:31 AM |
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EPC Stormwater Review
7/21/2020 11:55:13 AM |
ESQCP V_1 | 7/21/2020 11:55:13 AM |
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EPC Stormwater Review
7/21/2020 11:54:59 AM |
DRainage V_1 | 7/21/2020 11:54:59 AM |
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EPC Stormwater Review
7/21/2020 11:54:41 AM |
CD V_1 | 7/21/2020 11:54:41 AM |
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EPC Stormwater Review
7/21/2020 11:54:03 AM |
Review 1: Stormwater comments have been provided on the following uploaded documents: - CD - Drainage Report - ESQCP - FAE - GEC Checklist - GEC Plan - SWMP - SWMP Checklist Please provide the following documents: - Maintenance Agreement - MS4 - O&M - PBMP Applicability Form - SDI Reviewed by: Glenn Reese Stormwater Engineer I glennreese@elpasoco.com |
7/21/2020 11:54:03 AM | |
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Mountain View Electric Association, Inc.
7/21/2020 11:06:03 AM |
7/21/2020 11:06:03 AM | |
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EPC Parks Department
7/16/2020 3:36:47 PM |
Preliminary comments on behalf of El Paso County Parks attached. This Final Plat will be presented to the Park Advisory Board on August 12, 2020 and its recommendation will be provided after the meeting. | 7/16/2020 3:36:47 PM |
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Colorado Springs Utilities, Dev, Svc.(includes water resources)
7/14/2020 5:06:36 PM |
Hey Kari, This property appears to be outside of CSU's service territory. CSU has no action items at this time, but would like to recommend that client ensures that it is described as "section 23" not 14. CSU remains neutral, but let me know if you need anything else from me. Thanks, Ryne |
7/14/2020 5:06:36 PM | |
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EPC Environmental Services
7/10/2020 1:31:12 PM |
7/10/2020 1:31:12 PM | |
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Colorado Springs Public Works
7/10/2020 11:49:25 AM |
Traffic Engineering has no comments on this item. Zaker Alazzeh, P.E. Traffic Engineering Manager City of Colorado Springs (719) 385-5468 Zaker.Alazzeh@coloradosprings.gov |
7/10/2020 11:49:25 AM | |
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Fountain Mutual Irrigation Company
7/9/2020 1:08:37 PM |
The proposed Ponderosa at Lorson Ranch Filing No. 3 lies to the east of the main stem of Jimmy Camp Creek. The existing FMIC canal system lies on the west side of the main stem of Jimmy Camp Creek, crosses beneath Jimmy Camp Creek toward the south end of the Lorson Ranch development project and then exists the Lorson Ranch development project toward the southwest portion of the project near the old Appletree Golf Course. The proposed Ponderosa at Lorson Ranch Filing No. 3 does not appear to have any impact to the existing FMIC canal system and FMIC takes no exception to this proposed Filing No. 3 project. | 7/9/2020 1:08:37 PM | |
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911 Authority - El Paso/Teller County
7/8/2020 1:31:41 PM |
7/7/2020 Noted street name changing on final plat drawing dated 06/19/2020 WHITE WOLF POINT – Acceptable WINTER GEM GROVE – Acceptable Glenn West |
7/8/2020 1:31:41 PM |
EDARP