EDARP
Project Review Comments
- Project Name
- Monument Academy Site Development Plan
- Description
- Site Development Plan for proposed Charter School
- Location
- Parcels
- 6100000245 6100000245
- Applicant
-
JPS Engineering, Inc.
John Schwab ( john@jpsengr.com )
(719) 477-9429 John Schwab ( john@jpsengr.com )
(719) 477-9429 - File Number
- CON1942
- Project Manager
- Spencer Pirzadeh
- Status
- Active
- Created
- 8/12/2019 8:06:16 AM
View: Project Documents
| Agency | Comment | ||
|---|---|---|---|
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PCD Engineering Division
3/22/2023 8:22:23 AM |
Certification Letters (Note: only a Detention Basin Certification Letter was received.) 1. The certifications need language per ECM 5.10.6.B: a. Shall state that the site and adjacent properties (as affected by work performed under the County permit) are stable with respect to settlement and subsidence, sloughing of cut and fill slopes, revegetation or other ground cover, and that the improvements (public improvements, common development improvements, site grading and paving) meet or exceed the minimum design requirements. b. For sites including detention and/or water quality facilities, the certification letter shall include a statement that the facilities provide the required storage volume and will meet the required release rates, as documented by an attached UDFCD/MHFD design form. As-Built Plans 1. See redlines. 2. Show and label the revised outlet pipe and erosion protection on Pond C14. 3. Provide calculations in the form of a drainage report amendment and any correspondence addressing the replacement of temporary pond M5 with runoff reduction. 4. There are no revisions or notations on sheet C3.4; verify that the rain gardens were constructed per plans. 5. Streetlights may be shown on other sheets (see redlines) instead of including the photometric plans as as-builts. 6. Attach roundabout island landscaping as-builts to the set. Note: Sheet RD1.1 will also need to be updated if the Eagle Scout landscaping project proceeds. Detention Model/Calculations 1. Provide revised pond calculation sheets with as-built elevations and volumes. Based on the surveyed contours it appears that some pond volume in the bottom may have been reduced slightly from original plans. Verify outlet pipe inverts and orifice hole elevations. |
3/22/2023 8:22:23 AM | |
| View |
EPC Stormwater Review
3/21/2023 6:03:29 PM |
As-Built Plans | 3/21/2023 6:03:29 PM |
|
EPC Stormwater Review
3/21/2023 6:02:39 PM |
Review 1: EPC DPW Stormwater comments have been provided (in orange text boxes, along with Jeff Rice's blue comments) on the following uploaded document: - As-Built Plans Reviewed by: Glenn Reese, P.E. Stormwater Engineer III GlennReese@elpasoco.com |
3/21/2023 6:02:39 PM |