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Tue, Sep 22, 2026
Larkspur County Community Development
AM
Alex Moreno
Jurisdiction Admin
Alex Moreno
Jurisdiction Admin
New submittal received — Click to review intake View »
Submittal Queue
7
Active
1
Overdue
1
Awaiting Sub.
1
Approved
Cedar Flats Commerce Center
Harborline Engineering LLC
Comments Returned RUSH
Larkspur Self-Storage
Harborline Engineering LLC
Under Review RUSH DUE Oct 10, 2026 · 18d left
Trailhead Apartments
Harborline Engineering LLC
Under Review DUE Sep 16, 2026 · 6d overdue
Fox Run Filing 2
Foothills Civil Group
Resubmittal Required
Riverview Commons, Phase 2
Harborline Engineering LLC
Under Review DUE Sep 28, 2026 · 6d left
Oakmont Retail Pad
Prairie Design Co.
Approved
Aspen Hollow Filing 3
Foothills Civil Group
Under Review DUE Oct 6, 2026 · 14d left
Willowbrook Row Townhomes
Prairie Design Co.
Under Review DUE Oct 8, 2026 · 16d left
Ridgeline Estates NEW
Foothills Civil Group
● BALL IN COURT Submitted
Sundance Commons Filing 2 NEW
Prairie Design Co.
● BALL IN COURT Submitted
Riverview Commons, Phase 2 DUE Sep 28, 2026 · 6d left
Under Review · Preliminary Plat · Received Aug 29, 2026
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Project Linked
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Submitted
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Intake Routed
4
Under Review
5
Comments Issued
6
Response Rcvd
7
Approved
Review Comments
✎ 3 draft comments — not visible to the applicant yet. Drafts go out automatically when you click Request Resubmittal.
#5
Fire District Informational
Alex Moreno
Hydrant spacing meets district standard. No change requested.…
C-001Jul 14, 2026
#7
Engineering Open DRAFT
Dana Kowalski
Provide the tailwater assumption for the pond outfall in the drainage report.…
C-310Sep 19, 2026
#8
Engineering Open CRITICAL DRAFT
Dana Kowalski
Maximum slope at Lot 41 rear yard exceeds 4:1. Revise grading or add a retaining wall.…
C-105Sep 19, 2026
#9
Planning Informational DRAFT
Alex Moreno
Revised sight-distance triangles are acceptable.…
C-201Sep 19, 2026
Comment #1 — Detail
#1
Engineering
Dana Kowalski
Sheet
C-104
Date Issued
Jul 14, 2026
Status
Resolved
Severity
Critical — Must Correct
Comment
Provide 1.0% minimum grade along the southern swale or add a subsurface drain.
Response History (Comment #1)
Jordan Reyes Engineer Aug 13, 9:00 AM
Swale regraded to 1.2% between STA 14+00 and 17+50. See revised sheet C-104.
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