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Page 3 of 10
Lot 15, Blk 1, Lions Ridge Estates #1
the surface. If such a discharge is not available, then a sealed
sump and pump should be used.
BACKFILL
It is highly redo a_that all backfill be compacted to 90'
of its maximila proctor density, ASTM D -W$b. Backfill must e
compacted by a mechdnical means. No water flooding techniques
of any kind should be used. Backfilling of retaining walls
should not take place until the structural floor or roof framing
is complete, and the floor slab is in place. Frost walls located
below grade must be backfilled in 1 lifts equally on both sides
of the wall. If it is not possible to comply with the compaction
recommendations around the foundation area, then it must be
recognized that a considerable amount of settlement is likely to
occur in this backfill over time, and the higher permeability
material will collect surface water. In such cases, care must be
taken to maintain positive grading around the structure over time
so that depressions or water traps are not created directly
against the foundation.
CONCRETE;
All concrete in contact with the soil should be made using a
.TYPE II Dement for sulfate resistance and have a 28 day strength
of 3000 ps rr A TYPE I cement may be used if protected against
contact with the soil.
RADON
The geology of the proposed construction site is such that there
is a potential for radon gas to be present in the soil. Exposure
to various levels of radon gas for long periods of time is known
to be a health problem. It is recommended thatzigventative
mea sures be incorporated into the design of your new structure.
CONCLUSIONS
It should be pointed out that due to the nature of the data
obtained from random sampling such variable and heterogeneous
material as soil, it is important that we be informed of any
differences observed between subsurface condit on oncountered
such npnno offce soon after stated they'y'a. Reporting
discrepancies to this ter they are discovered
will be greatly appreciated and will help avoid any future
problems.
Prior to the placement of the foundation all dimensions
shown on the attached layout should be verified by the
contractor.
We appreciate the opportunity to work with you on this
project and look forward to serving your needs in the future.
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• SECTION: SHEET
fr
DATE: 10/25/90 JOB: Lot 15, Blk 1, Lions Ridge Estates #1
6
SCALE: SUN PEAK ENGINEERING, INC,
DRAWN: P.O. BOX 5796, WOODLAND PARK, COLORADO 80866 / TEL: (7191 687 -5232 OP 10 SHEETS
- 1676 CERTIFICATE OF OCCUPANCY
BUILDING DEPARTMENT
GARFIELD COUNTY, COLORADO
Woodstove adjacent to top of stairway is not installed — venting gymteilseued Without fee
., is installed.
°.�
_February y\ 1991
14!1
Permission is hereby granted to inrna ww P_ T.ynnn
Building Permit No. 4112 Zone District
situated at Pf.n , j jnnn T;t.1go n„gA Carbondale Lot _ Blk. Addition •
'' for the following purpose Single Fau' Residence
(State N MWrs al Use)
Contractor Stasmore, inc., Construction
i
i TAKE NOTICE White: Owner
No chums shall be made M Green: Lending Agency
dmurafthhbeading without Gold: Contractor GARFIELD;COUNTY 7UILDING DEPARTMENT
, (H nets and caridkat, Yellow: Building Department
• ': (km du BurdI g OII%NaL Pink: Assessor By . ^ ' n d' ✓.' ^'..
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