City of Cape Coral
Utility Standards — Design Procedures Manual (Volume 1 of 4)
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Compare each cited field to the official PDF before relying on it. What this means
Utilities conveyance standards only; full Engineering Design Standards Section L PDF was 404 — replace when available.
Fields not found in document: design_criteria.design_storm_return_periods_years, design_criteria.required_hydrologic_hydraulic_software
Other manuals in Florida: City of Boca Raton, City of Daytona Beach, City of Deltona, City of Gainesville (SRWMD criteria), City of Hialeah, City of Jacksonville, City of Lakeland, City of Melbourne, City of Miami / Miami-Dade (SFWMD criteria), City of Orlando, City of Palm Bay, City of Palm Coast, City of Pensacola (NWFWMD criteria), City of Port St. Lucie, City of Tallahassee (NWFWMD criteria), City of Tampa (SWFWMD criteria), City of West Palm Beach, Florida, Florida Department of Transportation (FDOT), Northwest Florida Water Management District (NWFWMD), Pinellas County, South Broward Drainage District, South Florida Water Management District (SFWMD), Southwest Florida Water Management District (SWFWMD), St. Johns River Water Management District (SJRWMD), Suwannee River Water Management District (SRWMD)
Document Metadata
Jurisdiction level
City
“CITY OF CAPE CORAL”
Cover
State
Florida
“Cape Coral, FL”
Cover
Version / edition
Adopted August 17, 2022
“ADOPTED AUGUST 17, 2022”
Cover
Adoption / effective date
2022-08-17
“AUGUST 17, 2022”
Cover
Last revised date
2022-08-17
“AUGUST 17, 2022”
Cover
Relationship to state manual
independent
“City Utility Standards / Engineering Design Standards referenced”
Introduction
Design Criteria
Design storm return periods (years)
Not found in document
No evidence cited
Water quality volume method
Section 9 Storm Water Systems covers storm drain size/slope/depth, catch basins, and outfalls for utility infrastructure. Broader drainage design standards historically in Engineering Design Standards Section L (PDF currently 404); this utilities manual is conveyance-focused rather than full post-construction WQv criteria.
“SECTION 9 - STORM WATER SYSTEMS”
Section 9
Peak flow calculation method(s)
Storm drain sizing criteria (Section 9.1–9.3), Catch basin type and placement standards, Outfall design requirements
“9.1 STORM DRAIN SIZE / 9.2 STORM DRAIN SLOPE”
Section 9
Hydrologic/hydraulic software
Not found in document
No evidence cited
Approved BMP categories
Storm drains / storm sewers, Catch basins / inlets, Outfalls
“CATCH BASINS / OUTFALLS”
9.4–9.6