HomeMy WebLinkAboutLot Certifications - 12/17/2010NOV. 3. 2010 4
City of Fort Collins
06PM LANDMARK ENGINEERING
Utilities
electric • stormwater • wastewater • water
NO. 182 P. 3
CERTIFICATION OF LOT GRADINGL EE�[RQ
Pursuant to City Code § 26-544 and \Y,r ieno
City Land Use Code § 3.2.2 (e) i
DEC 1 4 2010
Date: November 1, 2010
Permit Application No. B1004155
Address: 3133 Muskrat Creek Drive., Fort Collins, CO
Lot: 20, Block:
Subdivision: Fossil Lake 6t', Plank PLD & PD
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I, Rodney A. Harr, P.E., a Colorado registered Professional Engineer, verify that the above referenced
property in the City of Fort Collins, Colorado, has been inspected by me or someone under my direct
supervision, and verify construction of all. stormwater facilities and grading is complete, and the
elevations and drainage patterns shown on the attached drawing(s) which were developed from a survey
performed on November 1, 2010, accurately and truly depict the elevations and drainage patterns as
they existed on the date of the survey. Based on this information, I certify that (check one):
X The elevations and drainage patterns of the lottsite are in substantial conformance with the City
approved drainage and grading plan for the property (information attached).
o The elevations and drainage patterns of the lottsite 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 as constructed is functionally adequate and will
allow for stormwater drainage consistent with the approved drainage plan.
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vrV A O alf of Landmark Engineering Ltd.
26g m = 3521 West Eisenhower Blvd, Loveland. Colorado
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&4W (address of signing party)
NOTE:
A COMPLETE certification must be submitted, 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 (e.g. swales, retaining walls, lot corners), written
information/explanation of discrapaneies, etc. to!
Fort Collins Utilities (970) 221.6700
700 Wood Street
Fort Collins, CO 60521
At Least Two Weeks Prior To Requesting A Certificate Of Occupancy For The Property
Landmark Engineering Ltd Project No. LUXURH OE9CO4
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NOV. 3.2010_ 4:06PM.LANDMARK ENGINEERING NO. 182 P. 4
PLOT PLAN
LOT 20, FOSSIL LAKE RANCH 6TH FILING
3133 MUSKRAT CREEK DRIVE, FORT COLLINS, COLORADO
= LOT CORNER ELEVATION PER GRADING PLAN
I== x = EXTERIOR GRADE ELEVATION PER GRADING PLAN
T.O.F. = PROPOSED TOP OF FOUNDATION ELEVATION
NOTE: FINISHED GRADE AT FOUNDATION SHALL BE 8" LOWER THAN T.Q.F.
LOT 20
6,944 SQ. FT. 6RALY: 2010
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0
3", p"'1
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MUSKRAT CREEK
a 0/-5940- E
62.0
9' UnLITY EASEMENT
.
20' FRONT SETBACK
.. ,' CONCRETE .
,DRIVEWAY, .
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2T Y9 5 PORCH
GARAGE h
�f 23D a 22.00'
T.O.F. - 22.51
TYPE "8" DRAINAGE
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l— 13' UTILITY k IRRIGATION EASEMENT
Y IRRIGATION EASEMENT
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1- TM PLOT PLAN IS BASED ON INFORMATION PROVIDED BY THE OYMER/CONTRACTOR,
THE EASEMENT VADTHSGRADING ELEVCTOR SMALL A IONS AND THE PROX NFY ALL LOT OITY TO EHISTN STRUACNRES
MATH THE GOVERNING AUTHOftIY AND OR COVENANTS,
2. DIMENSIONS SHOWN AROUND THE PERWE70 OF THE STRuGYURE ARE TO EXTERIOR
FOUNDATION CORNERS.
O. THE CONTRACTOR SHALL VERIFY ELEVATIONS AND ORIENSIONS PRIOR TO CONSTRUCTION.
ANY VARIATON TO THIS PLAN SHALL BE REPORTED TO LANDMARK ENGINEERING LTD.
IMMEDIATELT.
0. THE CONTRACTOR SMALL NOT ENCROACH ON ADJACENT PROPERTY WITHOUT PERMISSION
FROM TIE AFFECTED PROPERTY OMNERS-
3 CRAOE PER APPROVED GRADING PLAN
- REVISED SEPT. 7, 2010
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TITLE: LOT 20, FOSSIL LAKE RANCH 6TH FILING
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Enginearing CLIENT: LUXURY HOMES SCALE: 1"=20'
p 3521 West Eisenhower Blvd- Loveland. Colaroae 80"7
i I770l 667.6286 •Toll free NBddI379.6232 • Fe. 19701 667-6198
rrr.l•edO?II- oom JUNE 23, 2010 JOBM:LUXURH-0E9C-04-623-A1
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NOV. 3. 2010" 4:06PM ' LANDMARK ENGIN-&ERIHis '� NO. 182OE, P. 5
lJ . s' K OUTLOT A
POND 2
37 I I �I 1 34
7F-20.30 1 I I I. FG=14.96
I; I TF=20.62 0 r
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TF=21.43 101 FG=19.94
9 I j 1 1 TF-20.60 1 i O I ,e96 i
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MUSKRAT CREEK DRIVE
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FG=
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1F=
FG=22.22 FG-21.84 FG21 223 FG2.05
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TF-22.88 TF-22O 51 1 I TF=22.11 I TF=21.72 I FG=2 1F=21.32 FG=2 TF=B1-42 I
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