HomeMy WebLinkAboutLot Certifications - 03/01/1995IWINC.
Engineering Consultants
209 S. Meldrum
Fort Collins, Colorado 80521
303/482-5922
FAX: 303/482-6368
March 1, 1995
Mr. Glen Schlueter
City of Fort Collins
Stormwater Utility
235 Mathews
Fort Collins, CO 80522
Re: (B�iin I�anchdIm
2918 Skimmerhorn Street
Lot 3 walkout elevation
verification
Job No. 014-050
Dear Glen:
We were requested to .provide you with the as -built basement walkout finished floor elevation
for the property located at 2918 Skimmerhorn Street further known as Burns Ranch 2nd Filing
Lot 3. .Per the attached survey field notes, the basement finished floor elevation "is 5193.:19
which is 0.29 feet higher than the minimum elevation shown on the attached copy from the
Burns Ranch .2nd Filing Grading Plan.
I hope this information is sufficient for your office's needs to .grant a Certificate of Occupancy
at 2918 Skimmerhorn Street. ; T
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Sincerely, �F11111'sliP!!91/1//z
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RBD Inc. ° \\\ , ° -I �°�`� '''� l/ �
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Kevin W. Gingery, E.
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Denver 303/458-5526
WENT JOB NO. 0141- 0 5 0
INC PROJECT CALCULATIONS FOR
Engineering Consultants MADEBY-DATE �OHECKED BY- DATE SHEETOF
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LEGEND
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EXISTING CONTOUR
14
PROPOSED FINISHED CONTOUR
B.O.W.
BACK OF WAD!
X.P.
HIGH PONT
L.P.
LOW PONT
T.F.
TOP OF CONCRETE FOUNDATION WALL
FF.LL.
FINISHED FLOOR LOWER TEAL (WALKOUT)
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SPOT ELEVATION (PROPOSED)
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SPOT ELEVATION (EXISTING)
FLOW DIRECTION
PROPOSED STORM GRAN
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SECOND FILING
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/ NOTES
1. ALL CARROT DRAINAGE SHALL BE GRADED
TO A MINIMUM SLOPE OF TIE
\ 2. Au LOTS SHALL BE GRADED WITH A MINIMUM
FALL OF 01 IN THE FIRST 10' AWAY FROM
FWNDA➢DNS
5. ME MINIMUM COVET FROM FINISHED GRADE TO
LOWEST EXTREMITY OF FOUNDATION WALL
SHALL BE Mr.
A. THE.. FINISHED GRADE AROUND THE LOWER END
-� OF HOUSES ON. STEEP LOTS MAY BE
DROPPED TO MINIMIZE THE SLOPE DOWN TO
PROTECTIVE SWAIES AS LONG AS J6' MINIMUM
WAR IS MAINTAINED.
5. THE MINIMUM FOUNDATION EXPOSURE ABOVE H'.S
FINISHED GRADE SHALL BE 6'.
6. SLOPES OFJ:1 OR GREATER SHOULD. BE SODDED
TO MINIMIZE EROBIW.
I
(".. ). GARAGES SHALL BE DESIGNED SO THAT THE
C MAXMUM DRIVEWAY CENTERLINE GRADE IS
1OXi UNLESS SEPARATE SIDEWALK TO THE HOUSE
Cafe IS INSTALLED AT IM IN WHICH CASE MAXIMUM
DRIVEWAY CONFERENCE MADE SHALL BE 14%
\ 6. ALL LOTS. WITH OARLOT GRACING FILLS OF
S' OR GREATER SHALL BE CONSTRUCTED IN
ACCORDANCE WITH DATA SHEET )SIG (FHA)
9.. SANITARY SEWER SERVICE ONES SHALL BE
INSTALLED WITH A MINIMUM SLOPE OF 2% TO
THE SANITARY SEWER MAN
10. TOP OF FOUNDATION ELEVATIONS AS SHOWN
ARE DETERMINED ACCORDING TO PROPOSED GRADES
ON THE HIGH SIX OF ME HOUSE FOR LOTS WITH
STEEPLY CROSS -SLOPING CONC T1ONS, THE TOP OF
P / FOUNDATION MAY BE STEPPED DOWN THROUGH THE -.
HOUSE, PROVIDING THAT THE REWIREMENTS OF
\ NOTE 5 ARE MET AROUND THE ENTIRE HOUSE
\ 11. EACH LOT SHALL BE EVALUATED By REGISTERED
SOILS ENGINEER AT THE THE OF CONSTRUCTION,
\ TO DETERMINE THE TYPE AND EXTENT OF THE
\ SUBCRAIN SYSTEM REWIRED. '
12. THE FINISHED GRADE AND FINISHED .TOP OF
FOUNDATION ELEVATIONS ARE BASED W A
SCALED BULDNG SETBACK SHOWN. FROM
PROPERTY LINE AND AN ASSUMED HOUSE
\ ENALCOF . ASZENY VAPoATON OF
KK OR BUILDING MA ENLARGEMENT MAY
REWIRE THE FINISHED MADE AND FINISHED
FOUNDATIONTOP aFFOUNDATIONM'ATWS TO CHANGE
SEE DRAINAGE AND EROSION CONTROL PLAN r
ALONG WITH STORM DRAINAGE PLAN AND
PROFILE. SHEET g. FOR DETAILED
DRAINAGE DESIGN.
EXISTING TOPOGRAPHY AS SHOWN HEREON IS ,'
TAKEN FROM AERIAL MAPPING PREPARED FOR
THE CITY OF FORT COLLARS BY BELL MAPPING
COMPANY.
PHOTOGRAPH TAKEN DONE 2. 1979
EXISTING CONTOUR INTERVAL. 2' '
APPROVED BY FORT COWNS—LOVELAND'
WATER DISTRICT THIS Z2^lDAY OF -
R P.. I I B %i. _
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APPROVED _�
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CHECKED BY:
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Wale k uhwater OR
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CHECKED BY:
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CHECKED BY
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CHECKED BY:
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CHECKED BY:
GRADING PLAN
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