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Home My WebLink AboutLot Certifications - 04/07/2025 (3)2/14/17 Page 1 CERTIFICATION OF LOT GRADING Pursuant to Fort Collins City Code § 26-544 & City Land Use Code § 3.3.2 (e) Date: Address: Lot: Block: Subdivision: Permit Application #: Larimer County Parcel #: Larimer County Reception #: (on development agreement) I, (print) , a Colorado registered professional engineer, verify that construction of all stormwater facilities and grading is complete and hereby submit this certification. Please answer the following questions by initialing the appropriate response. For each question initialed “No,” attach an explanation detailing how this will affect stormwater drainage for this lot and any adjacent lots. 1.Certification includes attached Stormwater-approved grading plan. (NOTE: City’s Building Department does not approve grading plans). 2.Certification includes the attached as-built survey dated (must be within 60 days of the date the certification is submitted) accurately and truthfully depicting elevations for: Top of foundation/finished floor Finished grade on each side of the structure Quarter points along each lot line (not more than 50 feet apart) Break points/high points Swales Berms Retaining walls Air conditioning pads Window wells Any other appurtenance(s) within an easement 3.All elevations are within a 0.2 foot tolerance of the approved grading plan. 4.The top of foundation is at least 6 inches above the highest grade surrounding the structure. 5.There is a minimum grade of 5% away from the structure within the first 5 to 10 feet adjacent to the residence. 6.All slopes meet or exceed the minimum requirement of 2% (1% is acceptable on single family lots when the swale is draining the runoff from only two adjoining properties) and are not steeper than 33% (3:1). 7.All flow lines of stormwater drainage swales are a minimum of 6 inches below the elevation of ground adjacent to the structure and will direct drainage as shown on the Stormwater-approved grading plan. 8.All downspout locations and discharge directions are shown on the as-built survey. Runoff is directed into an appropriate drainage system or lot line swale, and it is not directed onto neighboring properties. No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes BP BP BP BP BP BP BP BP No, they are not. However, drainage concepts were met. Highest grade around top of foundation is 3.12". However, drainage is adequately sheet flowing away from the structure. Owner will need to ensure landscaping is maintained to maintain proper drainage away from the structure. Minimum grade is 2% in between existing barn and new barn. 2% is adequate but routine maintenance will be required to maintain proper drainage. 3/27/2025 Tefft Acres 3235 Moore Lane B2304882 Fort Collins, CO 80526 9728405026 N/A N/A Blaine Mathisen 3/14/2025 Grading/Stormwater Certification Accepted (Certificate of Occupancy Released) Accepted by: Date: ☐ Escrow was held for CO and is now released we Derek Lutz 04/07/2025 2/14/17 Page 2 9.A smooth transition with no vertical offset (step) in grade is provided at the lot line to all adjacent properties. 10.The grading of this lot does not adversely affect neighboring properties or City infrastructure. 11.Landscaping has been completed prior to survey. If not, please indicate who will be responsible for completing landscaping: 12.Final site cleanup has been completed. 13.I personally visited the site as part of the certification process, and in my professional opinion, the as-built survey is an accurate representation of the site conditions.. No Yes No Yes No Yes No Yes No Yes 14.Based on this information, I certify that (check one): □The elevations and drainage patterns of the lot/site are in substantial conformance with the City approved drainage and grading plan for the property (information attached). □The elevations and drainage patterns of the lot/site as measured are in general conformance with the City approved drainage plan with exceptions (information attached). In my professional judgment the elevations and grading of the lot/site as constructed are functionally adequate and equivalent to the specifically approved drainage plan, and will affect stormwater drainage on and off the lot/site in a manner consistent with the approved drainage plan. Name: Email: Phone: Company: Address: NOTE: A complete certification must be submitted at least two weeks prior to a request for a Certificate of Occupancy for the lot/site, including, but not limited to, drawings of the lot/site showing the approved design and as-built surveyed elevations of all structures, drainage and grading features, written information/explanation of discrepancies, and other information necessary to confirm the above certification to: Email (preferred) WaterUtilitiesEng@fcgov.com Mailing Address Fort Collins Utilities ATTN: Water Utilities Engineering 281 North College Avenue Fort Collins, CO 80521 Questions? 970-221-6700 PE Stamp Sign and date BP BP BP BP BP Owner will finalize landscaping. Owner 4 Blaine Mathisen blaine.mathisen@epsgroupinc.com 970.488.3901 EPS Group Inc 301 Howes St, Fort Collins CO 80531 24.3' 32 . 3 ' 24.3' 32 . 3 ' 1-STORY HORSE BARN FF=5123.58 44.0' 24 . 0 ' 44.0' 24 . 0 ' 2 STORY WOOD FRAME/SIDING BARN FF=5123.56 2 2 . 8 22 . 8 2 2 . 9 21.3 21.5 21.4 2 2 . 1 22.5 2 2 . 5 22 . 7 2 2 . 5 22 . 7 2 2 . 6 23 . 1 2 2 . 6 22 . 7 2 3 . 1 2 3 . 1 22.7 2 2 . 6 22.7 2 2 . 6 23 . 1 2 3 . 1 22.7 2 2 . 6 22 . 9 23 . 0 2 3 . 0 2 3 . 1 23 . 0 23 . 3 23 . 0 21.7 22.4 23. 6 23 . 2 8 23 . 4 8 2 2 . 8 22 . 5 21.8 DS DS LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD 22 . 2 2 2 . 5 22.5 22.6 2 2 . 6 22 . 6 22 . 6 22 . 5 2 3 . 0 2 3 . 2 23.0 0% 2% 8% 8%2%0%0% 2%8% 8%4%0.43% 2. 5 % 3. 4 % 8% 2% 5. 7 % 30 % 2% 8% 2% 2% 0.45%0.55% 4.3 % 2% REVISED ELEVATIONS 03/14/25 DRAWN BY: DATE: PROJECT: ARIZONA | COLORADO epsgroupinc.com970.221.4158 LEGENDNO.REVISIONS DATE 1 2 3 4 5 MATT E. LOCKWOOD COLORADO PLS NO. 38316 FOR SOL STRUCTURES TEFFT ACRES 2052-001 03/14/25 L. SMITH S:\Survey Jobs\2052-001\Dwg\ILC-GC\2052-001 GC.dwg SOL STRUCTURES AS-BUILT ELEVATIONS FOR A DRAINAGE CERTIFICATE THE ATTACHED DRAWING SHOWS THE ELEVATIONS AND DRAINAGE PATTERNS THAT ARE THE REGISTERED LAND SURVEYORS CERTIFIED FINDINGS OF THE FINISHED GROUND GRADES FOR THE ABOVE DESCRIBED PROPERTY ON THE DATE PROVIDED ABOVE. THE ELEVATIONS AS DEPICTED HEREON MAY CHANGE SUBSEQUENT TO THE DATE OF THE SURVEY DUE TO NATURAL AND/OR ARTIFICIAL ACTIONS. NOTICE: ALL BEARINGS, DISTANCES, AND EASEMENTS ARE PER THE SUBDIVISION PLAT UNLESS OTHERWISE NOTED. LEGAL DESCRIPTION: PORTION OF TRACT 12, TEFFT ACRES CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, ADDRESS: 3235 MOORE LANE NORTH ( IN U.S. SURVEY FEET ) 1 inch = feet 0'10' 10 DATE OF COMPLETED FIELDWORK: 02/04/25, 03/12/25 TOP OF FOUNDATION ELEVATION: TF=5123.56 FINISHED FLOOR ELEVATION: FF=5123.56 03/18/25 X XXXXX X X XX X X X X X X X X X LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LODLOD LO D LO D LO D LODLODLODLODLODLODLODLOD LO D EXISTING LEACH FIELD EXISTING BARN (785 SF) FF=5123.56 PROPOSED SEPTIC TANK PROPOSED LIFT STATION PROPOSED SWALE 23.6 0 23.6 0 23.6 0 23.4 7 23.5 6 23.5 6 23.5 6 23.5 6 23.5 6 23.5 6 23 . 5 1 PROPOSED CONCRETE PATIO (416 SF) 21' 5.0% 4.1% 12 . 6 % 15 . 8 % 5. 1 % 12.2 % PROPOSED BARN (1056 SF) FF=5123.56 23.5 6 20' SETBACK M WH AC XXXXXXXXXXX X X X X X X X X X X X X X X X XX XX X X X X X XXXXX MO O R E L A N E LO D LOD LOD LOD LO D LOD LO D LODLODLOD EXISTING SECOND FLOOR PATIO EXISTING RESIDENCE (1984 SF) EXISTING CONCRETE PATIO (858 SF) EXISTING LEACH FIELD EXISTING BARN (785 SF) FF=5123.56 EXISTING SEPTIC TANK PROPOSED SEPTIC TANK PROPOSED LIFT STATION PROPOSED SWALE23.6 0 23.6 0 23.6 0 23.4 7 23.5 6 23.5 6 23.5 6 23.5 6 23.5 6 23.5 6 23 . 5 1 PROPOSED CONCRETE PATIO (416 SF) 21' 5.0% 4.1% 12 . 6 % 15 . 8 % 5. 1 % 12.2 % PROPOSED BARN (1056 SF) FF=5123.56 23.5 6 20' SETBACK C1 GR A D I N G P L A N 1 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 EXISTING FENCE PROPOSED LIMIT OF DISTURBANCE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.PROJECT IS ON VERTICAL DATUM; NAVD88. 3.ALL ELEVATIONS ARE FINISH GRADE UNLESS OTHERWISE NOTED. 4.PLEASE SEE ARCHITECT PLAN FOR ADDITIONAL INFORMATION ON PROPOSED BARN. 5.REFER TO THE DRAINAGE MEMO, DATED 08/17/2023, FOR ADDITIONAL INFORMATION. NOTES: LEGEND: X LOD PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION EXISTING EASEMENT 33.43 EXISTING SETBACK EXISTING GRAVEL ROAD PROPOSED CONCRETE PROPOSED SLOPES 2.0% MATCH LINE 1"=10' Sheet 32 3 5 M O O R E L A N E of 1 PROJECT INFORMATION: PROJECT ADDRESS: 3235 MOORE LANE FORT COLLINS, CO 80526 BUILDING PERMIT#: CONTACT INFORMATION: SOL STRUCTURES 1724 RIDGEWOOD RD. FORT COLLINS, CO 80526 (970) 433-3233 ERIC@SOLSTRUCTURES.COM EXISTING IMPERVIOUS AREA: HOUSE = 1948 SF BARN = 785 SF CONCRETE PATIO = 858 SF GRAVEL = 4335 SF PROPOSED IMPERVIOUS AREA: BARN = 1056 SF CONCRETE PATIO = 416 SF FLOW ARROW Photos from 3/27/2025