HomeMy WebLinkAboutSite Certifications - 07/29/2014`g13o2'C)C�0
MAX FLATS Clay °A
203 West MulberryStreet c Fort Collins
COMMERCIAL, MULTI -FAMILY AND SUBDIVIS
CERTIFICATION CHECKLIST
(Overall Site Drainage)
Please fill in all applicable items in this Certification Form for Commercial, Multi -Family and
Overall Single Family sites. A copy of the approved grading plan must be submitted with the as -
built grading plan. (It is preferred to have the as -built elevations written in red next to the
approved elevations)
Use "OK" for items checked or actual numbers for items verified/surveyed in the field.
Use "N/A" for items that are not applicable to the site that is being certified.
Please provide an As -Built Redlined or Mylar drawing showing the following:
A. Detention, Drainage Facilities, and Common Open Spaces
1. Pond Certification
N/A • Provide Topographic Records and Volume Verification Calculations
N/A • Provide Pond Cross -Sections and Spot Elevations (especially @ Pond Embankment and
Pond Flow Line)
N/A • Positive Fall to Pan (if applicable)
N/A . General Pond Grading including all Side -Slopes
N/A • Invert Elevation
N/A • Forebay Construction and Elevation
N/A • Spillway Weir (Location, Elevation, Height, Opening Width)
N/A • Placement and size of riprap or alternative permanent erosion control measures
N/A • Orifice Plate and/or Water Quality Outlet Structure Installation
N/A • Water Quality Capture Volume (Volume Required, Volume Provided and Water
Surface Elevation)
N/A • Berm and Embankment Compaction Level
N/A • Subsurface Media for Water Quality Ponds and Swales
NORTHERN 1 MAX FLATS
ENGINEERING 203. W. Mulberry St.
City
� loCollins
ft
2. Swales
OK • Location (are they within easement?)
OK • Dimension and Cross -Section Verification
OK • Longitudinal Slopes and Side -Slopes
OK • Spot Elevations
OK • Permanent Erosion Control Measures (drop structures, riprap, lining)
OK • Tie-in to Storm Lines, Pans, Curbs, or other appurtenances
N/A • Required Minimum Freeboard, Provided Freeboard
OK • Landscaping Infringement on Flow Line?
3. Pipes
OK • Size and Type
SEE BELOW • Slopes (As -Built and comparison to 0.4% Minimum)
ATTACHED • Pipe Capacity Calculations (if slopes are significantly altered from design)
(:;�E) • Invert Elevations
*N/A • Installation and Backfill
OK • Cover
*N/A • Encasement and Clearance from other nearby utility lines
*N/A • Joints Type and construction
SINGLE ASTERISK (-) INDICATES ITEMS NOT ABLE TO BE VERIFIED BY ENGINEER.
POUND SIGN (;*) = ONE RUN OF STORM DRAIN FALLS 13ELOW 0.4%. UPDATED
HYDRAULIC CALCULATIONS ARE ATTACHED. STORM LINE STILL PASSES DESIGN FLOW.
■� NORTHERN 2 MAX FLATS
ENGINEERING 203. W. Mulberry St.
City of
4. Concrete Pan Channels
OK • Size
OK • Slope
OK . Cross Section
*N/A • Thickness
OK • Elevations
5. Inlets
OK • Size and Type
OK •
Size of Opening (or name of Standard Detail used)
OK •
Grate Elevation
(#) •
Invert Elevation
N/A •
Box Size
6. Street Cross -Pans
OK . Size
OK e Type
OK . Grade
OK •
Elevations
OK •
Cross -Sectional Depth
OK •
Tie-in to Curb and Gutter
SINGLE ASTERISK (*) INDICATES ITEMS NOT ABLE TO BE VERIFIED BY ENGINEER.
NORTHERN 3 MAX FLATS
ENGINEERING 203. W. Mulberry St.
Fort Collins
7. Culverts
N/A .
Size
N/A .
Type
N/A .
Invert Elevations
N/A .
Headwalls or Wing Walls
8. Sub -Drains
N/A • Size
N/A • Type (Perforated/Solid)
N/A • Cover
N/A •
Backfill
N/A •
Geo-Textile Liners
N/A •
Clean -Outs
9. Curb Cuts
N/A . Size
N/A • Tie-in to Swale, Pipe or other appurtenances
10. Common Open Spaces
N/A • Overall grading contours of open spaces
N/A • Spot elevations adjacent to private lots (property corners)
NORTHERN 4 MAX FLATS
ENGINEERING 203. W. Mulberry St.
Fort Collins
B. Gradin¢ certification
1. Certification of Grade Elevations:
**OK • Minimum Opening Elevations
**OK • Top of Foundation Elevations
**OK • Comparison to 100-year Water Surface Elevations
**OK • Comparison to Freeboard Elevations and Base Floodplain Elevations — BFE
2. Verification of Site GradinE:
OK • Engineer to evaluate site grading compliance with the approved grading plan.
OK . As -built elevations are to be redlined onto the approved grading plan sheet
showing the as -built spot elevations next to the design spot elevations so
compliance can be verified and documented.
C. Certification of Erosion Control Measures:
1. Permanent BMP Measures:
OK • Permanent Vegetation (no more than 6" bare spots and weeds under control)
OK • Riprap or alternative permanent erosion material
N/A • Riprap Bedding
N/A • Cut -Off Walls or Channel Drop Structures Cross -Sections
N/A' Sediment Basins
N/A' Water quality ponds/Sand Filter/Bio Retention Construction and liners
N/A • Permanent Netting Mats or Blankets
N/A • Mulching and Seeding
DOUBLE ASTERISK (**) = GROUND FLOOR (NON-RESIDENTIAL) ELEVATIONS ARE BELOW 100-YEAR
WSEL AND FREEBOARD ELEVATION, AND WERE APPROVED AS SUCH. PLEASE REFER TO FLOOD
PROOFING DOCUMENTATION SUPPLIED BY OZ ARCHITECTS FOR ADDITIONAL INFORMATION.
■y NORTHERN 5 MAX FLATS
ENGINEERING 203. W. Mulberry St.
Fort
Collins
2. Temporary BMP Measures:
N/A • Mulching and Seeding
N/A • Temporary BMP Measures as shown on Erosion Control Plan
D. Post -Construction Site Cleanup:
OK • Construction Debris Clean -Up (In particular debris affecting the drainage)
OK • Smoothing of Ruts in all Construction Areas
N/A • Reseeding of all Areas Affected by Construction Activities
(Usually enforced by the City's Erosion Control Inspector but the engineer
Certifying the site needs to notify the contractor if areas are not seeded)
E. Statement of Compliance:
This certification is signed and stamped and by signing this form the Engineer(s) attests
that they have inspected the site and to the best of their knowledge the as -built
conditions of the drainage facilities are as described in the above form and in the As -
Built plans enclosed.
Failure to properly disclose all known information could result in the rejection of this
certification and prevent the release of any and all Stormwater Utility permit holds on
Building Permits and/or Certificates of Occupancy within this development.
F. Signature and Stamp by a Colorado Registered Professional Engineer
Nicholas W. Haws, PE, LEED AP
Colorado PE Registration No. 39767
NORTHERN
ENGINEERING
6
MAX FLATS
203. W. Mulberry St.
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8. LINTS OF STREET Wi ARE APPROXIMATE MAL UNITS A E TO E
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MANS
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NOTES:
1. ME SEE, I AND LK FON OF ALL [NORN NA]ERIAgMII UR1M5
ARE APPROEYAIE WHEN SNOW M MESE ORAY1NES5 IT SHALL BE ME
R[STONSHWW OF THE CONTRACTOR TO VERIFY ME EASTENCE OF ALL
UNDERGROUND UTRITES IN ME AREA OF ME SEEK KIM
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