HomeMy WebLinkAbout806 Bramblebush St - Special Inspections/Engineering - 10/30/1990Empire Laboratories, Inc.
GEOTECHNICAL ENGINEERING & MATERIALS TESTING
October 30, 1990
Sipes Concrete Construction, Inc.
P.O. Box 1721
Fort Collins, Colorado 80522
Re: Lot 2, Greenbriar Subdivision
806 Bramblebush Street
Fort Collins, Colorado
ELI Project No. 6133
Gentlemen:
CORPORATE OFFICE
P.O. Box 503 a 301 No. Howes
Fort Collins, Colorado 80522
(303) 484 0359
FAX No. (303) 484.0454
On October 30, 1990, a representative of Empire Laboratories, Inc. made
observations during the caisson construction at .the above -referenced project.
The purposes of the observations were to (1) identify the bedrock stratum,
(2) assure proper penetration into the firm bedrock was obtained, (3) assure
that the drill holes observed were thoroughly cleaned arid dewatered prior to
concrete placement, and (4) check drill Boles as to proper diameter and
plumbness.
It is our opinion that the portions and aspects of the work which were
observed were done in accordance with the plans and specifications for the
project. If we can be of any further assistance, please feel free to
contact us.
Very truly yours,
W
RATORR%IE�S, INC.
tinsonConstruction Observation
and Fie ervices
Reviewed by:
���
Chester C. Smith, P.E.
President
ac
P.O. Box 16859
Colorado Springs. CO 80935
(719) 597-2116
BrsKh offlcee
P.O Box 1135 PO. Box 17"
Longmont, CO 80502 Greeley, CO 80632
(30317763921 (303)351-0460
P.O. Box 5659
Cheyenne, WY 82003
1307)632.9224
Member of Consulting Engineers Council
Empire Laboratories, Inc.
GEOTECHNICAL ENGINEERING & MATERIALS TESTING
October 30, 1990
Sipes Concrete Construction, loc.
P.O. Box 1721
Fort Collins, Colorado 80522
Re: Lot 2, Greenbriar Subdivision
__806 Bramblebush Street
Fort Collins, Colorado
ELI Project No. 6133
Gentlemen:
CORPOIIAIE OFFICE
P.O. Box 503 1 301 No, Howes
Fort Contra, Colorado 80522
(3031 484-0359
FAX No. (3031 484-0454
On October 30, 1990, a representative of Empire Laboratories, Inc. made
observations during the caisson construction at the above -referenced project.i
The purposes of the observations were to (1) identify the bedrock stratum,
(2) assure proper penetration into the firm bedrock was obtained, (3) assure
that the drill holes observed were thoroughly cleaned and dewatered prior to
concrete placement, and (4) check drill holes as to proper diameter and
plumbness.
It is our opinion that the portions and aspects of the work which were
observed were done in accordance with the plans and specifications for the
project. If we can be of any further assistance, please feel free to
contact us.
Very truly yours,
EMPIRE LABQRATORIES, INC.
quaX7�_�
rGary',. Matinson
age of Construction Observation
and Fie ervices
Reviewed by:
4<
Chester C. Smith, P.E.
President
ac
P.O. Be. 16859
Colorado Spring% CO 60935
(719) 597-2116
arsrlch Gmcea
P.O Box 105 PO. Box 1744
Longmont, CO 80502 Greeley. GO 80632
(300776-3921 (303)351-0460
Member of Consullln9 Engineers Council
P.O. Box 5859
Cheyenne. WY 82003
1301 0321224
ADDRESS OF BUILDING: O UCH �2/,)Al
90216
AREA
GARAGE S/FT
COST/FOOT
VALUE
11.7 TOTAL 6, Zo G
BASE -Fr
S/FT
11.0
TOTAL
BASE-U
/S 3 2_ S / FT
7.8
TOTAL / �, % o 0
GARD-F
S/FT
17.7
TOTAL
GARD-U
S/FT
14.5
TOTAL
FLOOR-1
JS 3Z S/FT
35.5
TOTAL �v `7�� 7d0
4
FLOOR-2
Z q c> FT
25.5
'OTAL
FLOOR-3
i/FT
..�
OTAL
TOTAL S VALUATION
BUILDERS VAL/UATION 8 G or`,
BUILDER
DATE /0 — 2 K-70 PLANCRECRER 2.La
BASE U = UNFINISHED BASEMENT
GARD-U - UNFINISHED GARDEN LEVEL
VALUATION PER ICBO ESTIMATES 3/12/86
BASE-7 = FINISHED BASEMENT
GARD-F - FINISHED GARDEN LEVEL
S'n 0 Z
APP.Y2_-Plat File6�3- j
902 1/6 ZONING REQUIREMENTS CHECKLIST
✓ ADDRESS
LEGAL DESCRIPTION
v PLATTED
�-O ZONE
USE ALLOWED
LOT - INTERIOR
- CORNER
AREA OF LOT
WIDTH OF LOT
2Q FRONT SETBACK
REAR SETBACK
LEFT SETBACK
EASEMENTS
/FIRE ACCESS
# OF SPACES
LANDSCAPING
RIGHT SETBACK
OFF-STREET PARKING:
CURB CUTS (coordinate with Traffic Eng.)
SIDEWALKS, CURB & GUTTER, ETC. (check with Engineering)
STORM DRAINAGE (for new parking area and/or bldg addition)
LOADING AREA
NOTES: