HomeMy WebLinkAboutLot Certifications - 05/23/2018 (2)Date: 05/16/18 Subdivision: Kechter
Address: 6180 Spearmint Court
Permit Application #: B1705841
Larimer County Parcel #: 8608421027
Lot: 27, Block: 16
Larimer County Reception #: 20140024917 & 20150008527
(on development agreement)
I, (print) 1Th't om+1 iA.Mf s 14 AL.o ftFP, a Colorado registered professional engineer, verify that construction
of all stormwater facirities 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 Storm water-approved grading plan. (NOTE: City's No _____ Yes T54
Building Department does not approve grading plans).
2.Certification includes the attached as-built survey dated 5 *I (must be within 60 No Yes T1-(
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. No 7H Yes
4.The top of foundation is at least 6 inches above the highest grade surrounding the No _____ Yes 73'H
structure.
5.There is a minimum grade of 5% away from the structure within the first S to 10 feet No _____ Yes TM
adjacent to the residence.
6.All slopes meet or exceed the minimum requirement of 2% (1% is acceptable on single No Yes 13Pj
family lots when the swale is draining the runoff from only two adjoining properties)
and are not steeper than 25% (4:1).
7.All flow lines of stormwater drainage swales area minimum of 6 inches below the No - Yes TH
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. No _____ Yes -Mli
Runoff is directed into an appropriate drainage system or lot line swale, and it is not
directed onto neighboring properties.
5/26/16 Page 1
9.A smooth transition with no vertical offset (step) in grade is provided at the lot line to all No _____ Yes T314
adjacent properties.
10.The grading of this lot does not adversely affect neighboring properties or City No _____ Yes T&
infrastructure.
No 14 Yes 11. Landscaping has been completed prior to survey. If not, please indicate who will be
responsible for completing landscaping: To- LL. hM 1 6 Wj&t- 96A...
----F-a4i-te 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.
14.Based on this information, I certify that (check one):
No Yes J1Z4
No Yes 14
0 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).
Qr 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:Thj#OT*1 . ALOI, PC, cc4
Email: 0fP2 MsL.C.M
Phone: 7(). '/I. U&.
Company: J R.. EMa tho £4AI(..1 LL C_
Address: 2.90 S. Lt G4j SiE.D
F; L LL.4 -
PE Stamp
Sign and date
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
ATIN: Water Utilities Engineering
281 North College Avenue
Fort Collins, CO 80521
Questions?
970-221-6700
City of
-
Fort Collins
, Iitie
5 -2616 Page
7200 South Alton Way, Suite C400
Centennial, CO 80112
303-740-9393 x Fax 303-921-7320
3930 Sinton Road, Suite 219
Colorado Springs, CO 80907
719-593-2593 x Fax 303-921-7320
X 2900 South College Avenue, Suite 3D
Fort Collins, CO 80525
970-491-9888 x Fax 303-921-7320
MEMORANDUM
To:City of Fort Collins, Bldg Dept.
From:Tim Halopoff, PE, CFM
Date:5-17-18
Subject:6180 Spearmint Court, Lot 27, Blk 16 – Drainage Certificate Supplement
Certification of Lot Grading - Supplement
Item:
3.Not all elevations are within 0.2’ of the approved grading plans, but the drainage intent has been met
without impacts to adjoining properties.
11. It is industry standard to certify the grades prior to landscape installation. The landscaping was not
complete at time of survey. Landscaping or temporary seeding/erosion control should be installed as soon as
possible to prevent erosion of the bare soil.
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6180 SPEARMINT CT.
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2f LOT 28
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IA,
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J-R ENGINEERING
A Subsidiary of Westnan
7200 S. Jtc*i Way, Sue 0400' Centennial, CO 80112
303-740-9393 • Fax 303-721-9019. www.jrengineerir.ca'n
DRAINAGE
JOB NUMBER 39713.01
CLIENTESE CONSULTANTS, INC.
SUBDIVISION KECHTER FARM
FILING _1 BLOCK 16 LOT _27
DATE _05/16/18 DRAWN BY AJH
CERTIFICATE
LOT 29
BLOCK 18
•s?9 UTILS.
— UILDG TYP
SETBACK
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— — —
1CN
27
2 52 I
n 2R n7. I
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DOWNSPOUT
RUNOUT
20 10 0 20
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ORIGINAL SCALE: 1" = 20'
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0)
LO
LOT 25 •
BLOCK 18 P'
LOT 26 I
BLOCK 16 3.
0) N
N,
1,.
S 3 •46'41" 52.00'..
SPEARMINT COURT
THE PROPERTY DESCRIBED AS: LOT 27, BLOCK 16, KECHTER FARM, CITY OF FORT COLLINS. COUNTY OF
LARIMER, STATE OF COLORADO; (PER CLIENT) ALSO KNOWN AS 6180 SPEARMINT COURT.
DRAINAGE CERTIFICATE
THE ELEVATIONS, SLOPES AND DRAINAGE PATTERNS DEPICTED ON THIS CERTIFICATE WERE DEVELOPED BY ESE
CONSULTANTS, INC., WHO PERFORMED A FIELD SURVEY OF THE PROPERTY ON MAY 16, 2018. THE ELEVATIONS
MAY CHANGE SUBSEQUENT TO THE SURVEY DUE TO SUBSIDENCE, UPHEAVAL, EROSION, ACTS OF MAN, AND/OR
OTHER FACTORS. THEREFORE, THIS CERTIFICATE MAY NOT ACCURATELY DEPICT THE ELEVATIONS AND
DRAINAGE PATTERNS AFTER THE DATE OF SURVEY AND INSPECTION. THE UNDERSIGNED, A REGISTERED
PROFESSIONAL ENGINEER, CERTIFIES THAT THEY HAVE INSPECTED THE SITE TO VERIFY THAT IT IS IN GENERAL
ACCORDANCE WITH THE SURVEY DATA AND CONCLUDES THAT THE LOT WILL DRAIN ADEQUATELY IN
CONFORMANCE WTH THE OVERALL SUBDIVISION DRAINAGE PLAN AND INDIVIDUAL LOT GRADING PLAN.
ftI ILI' -r A rIkiT
PREPARED UNDER MY DIRECT SUPERVIS
. 37953
17 I (I
TIMOTHY JAMES HALOPOFF, P.E.
COLORADO LIC. PE NO. 37953
FOR AND ON BEHALF OF JR ENGINEERING, LLC.
This unofficial copy was downloaded on Dec-05-2014 from the City of Fort Collins Public Records Website: http://citydocs.fcgov.com
For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA