HomeMy WebLinkAbout4465 Garrison Street
7S00 WEST 29TH AVENUE
PO BOX 638
WHE A T RIDGE CO 80034 0638
The City of
(3031234-5900
~heat
GRidge
City Admin. Fax # 234-5924
Police Depl Fax # 2352949
DATE:
. May 20, 1997
TO:
Accounting Department
D~rector of Planning & Development
FROM:
SUBJECT:
ESCROW REFUND
Re~mbursement requested for escrow funds be~ng held for:
Completion of Landscaping
The Landscap~ng has been completed to the C~ty's satisfaction.
RELEASE TO:
Tony Marchese
LOCATION:
4465 Garrison Street
Wheat Ridge, CO 80033
AMOUNT :
$500.00
Plann~ng & evelopment
~:'
e'
(OPTION D or E)
ESCROW AGREEMENT
LANDSCAPING
TO: City of Wheat Ridge
P.O. Box 638
Wheat Ridge, Colorado 80034
The sum of Five Hundred and nO---nn---n------nnnn---------nnn--------OOLLARS
( S500.00
) to be held in escrow with City of Wheat Ridge
(City of Wheat Ridge, Option D)
(Bank, Option E)
until landscaping is completed at
4465 Garrison Street
(Description)
Wheat Ridge, Colorado by
Tony Marchese
(Contractor/Developer/Owner)
The City of Wheat Ridge shall have the absolute right to withdraw the
Escrow funds for the purpose of completing the landscaping of
4465 Garrison Street
should Tony Marchese
(Contractor/Developer/Owner)
fail to complete or provide said landscaping prior to the date of
-.JJJly 31. 1997
The only requirement to withdraw the Escrow funds in behalf of the City
of the City, executed by the Director of said Department and witnessed by
the Mayor of the City of Wheat Ridge. Said letter shall state that the
landscaping, as above set forth, have not been completed or provided by
Tony Marchese
(Contractor/Developer/Owner)
July 31, 1997
and that the date of
has expired.
(over)
(OPTION D or E)
ESCROW AGREEMENT
LANDSCAPING AND PARKING LOT IMPROVEMENTS
-2-
ACCEPTED:
(Bank - Option E)
Address
Phone Number
(Contractor/Developer/Owner)
t(%5
Address
hUA/~~
0Y.
/2)- 7100
Phone Number
Date
/~ 3( ~11
,
Temporary Certificate of Occupancy for structures covered by this agreement
may be issued by the Mayor of the City of Wheat Ridge for a time period not
to exceed six (6) months upon acceptance of this agreement by the City.
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January 14, 199711 I' Daily IIfI$pecti
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TONY J. MARCHE$E .08-87c.
2260 w. 56TH AVENUE:
DENVER; CO 80221
2097
23-711020
$ ~ ,,0'
DOLLARS
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RJR /'/1/MJ ;t7(.
1:-100 20000 'i' (;1: 100 10 :182:18 ''In"
~t<ARLAND 1'lOO
DATE: j-Clil> - 9 '/
~iFlCATE OF OCCUPANCY
HAS BEEN REQUESTED FOR:
Y'<i6S&~ Y
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Remarks
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PURPOSE OF STRUCTURE:
Building Dept.Approval:
Remarks
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Zoning Approval:m
95-2074
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DATE: /- dOl' "17
TO: PUBLIC WORKS DEPARTMENT
FROM: Building Department
~
RE: L Q.. D .
LI . 11/
The property at /lC( t2 :'i_ /',)~~,~n ___,___n_ has been
signed off by the Buildin~ Department and is ready for a CO
inspection. .
Once the inspection has been completed, please inform the
building department as to the status.
Thank you.
PUBLIC WORKS
^'''''' ^"- ",,_-::f,. ~,,-f --1"';> J ~"'- - -- -,-'
Remarks:
INSPECTIONS WILL NOT BE MADE UNLf.SS
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE
INSPECTION RECORD
JOB ADDRESS 4465 Garrison Street
BUILDING PERMIT NO. 95-207 4
OWNER Tony Marchese
Tony Marchese
DATE ISSUED 10/18/95
I TYPE I OCCUPANCY I
CONTRACTOR
SETBACKS FROM PROPERTY LINES:
NORTH
SOUTH EAST
West
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
INSPECTION
DATE
INSPECTOR
Foundations
Footin s
Caissons
Reinforcin or Monolithic 'i
Weather roofin
POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED
':J
tit
Ie
Concrete Slab Floor:
Electrical Ground Work
Plumbin Ground Work
Heatin Ground Work
Do NOT POUR FLOOR UNTIL ABOVE HAS EEN SIGNED
,/.;'
G
6.
Insulation
Job Com leted
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
'" ~ ~..
Building Permit Number: 95-20,4
Date: 10/18/Q5
,
,I ,
1C9!NTs10N SITE PLAN.LANDSCAPE PLAN
OR F QNTI... RT OF PROPERTY.IF ANY
IS PROPO ED FOR THE REAR PORnON, A
I :
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I
I
,
ND'CAPI~ ,
, Stor Residential Units :
,
Pro!
P
Contractor
Phone: 455-9242
Phone: 455 9242
OWNER/CONTRACT
I hereby certify Ihellhe
and do not violate
covenants,
made a", accurate; that I
appncation, and that , as
Code (U.B.C.) and an ,
Construction Value:
Permit Fee :
Plan Review Fee :
UseTax:
Description:
Total:
t{"}<; ....1"[0.
Approval
i
Occupancy: i
,
Electrical License N :
Company :t1Hr71
I
Expiration Date : ~ '
Approval :
Mechanical License No :
Company:
Expiration Date :
Approval:
$75, .00
$521.00
$1>.00
$1, 12~.00
,
$1,65~.00
Thl8j:ltm11l_
~u=.=
_Iora
H"'~ .
orlgInoI plana 0i1d
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l45) No work of IIIIY
) ~IhaH
(6) 'I:~'":?
of tho building
III tho laws of tho _ 01 COIonIdo and III tho Zool",
CIty.,
) d8ya dale or (B) tho building _Is auaponclod or ,I
normoD/- u1red, orovlded no cI1angeo have boon orwllt be rl)Ido ~tlle
oMi(1 year. "tfchllr1OUaremtideorlfsusp8nslonorabendor ;18Ot
· I '=iocaIvo -. ~ on InapoclIon cant +
!:onstrutjd 'be. ponn lor, nor on ~ 01, IIIIY- oItlle Pl/>Vi_a
I ,!
For or
, I
IEF!e IlDING INSPECTOR AND MAYOR
loR TO NSPECnON
I
:i
~ 10 PNL Y WHEN SIGNE
! CALL: 234-693~ 24
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DEPARTMENT OF PLANNING AND DE~ELOPMENT
. BUILDING INSPECTION DIVISION - 35-2855
CITY OF WHEAT RIDGE ,
7500 WEST 29TH A VENUEI
WHEAT RIDGE, CO 80215
Building Permit Number:
Date:~ {-2r:;-I'IS'"
CompanY:I'YI.r..e...Uc\-€-S€'
I
T <'> N '( \y\ 'l\.~~ t\6-,,>t..
'f4.CoS ~~,?--qls.>-.\. <)1
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Property Owner:
Property Address:
Contractor License No. .
Phone :4-:;",'" fd '( L
Phone:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDIN AND AGREEMENT
Construction Value: \> IJ ., ~-
Permit Fee: 15100 ()
Use Tax:
I hereby certify that the setback distances proposed by this permit a plication are accurate,
and do not violate applicable ordinances, rules or regulations of the ity of Wheat Ridge or
covenants, easements or restrictions of record: that all measuremen shown. and allegations
made are accurate; that I have read and grae to abide by all conditi ns printed on this
application, and that I assume full respo Ibility for compliance with t e Wheat Ridge Building
Code (U.B.C.) and all other applicable eat Ri ge or. inances, for ark under this permit.
).
(OWNER)(CONTRACTOR) SIGN
I<f.fflf
Description: 1\ 1\ <-
1--\."0\ 0 /I ...J G.,E'
OATE
Total:
BUILDING DE ARTMENT USE ONLY
Approval:
~I.\'f<c-J"\ \,,,,,,\,,"1 ,>0'0.0; ~\hrfo"a.\
. s,...)y\V.........: u.....cIJ/ "'''--pp' o.Jr:-if
Approval:.<. '0/17/9" i
!
Occupancy: Walls: Roof: ;
CvM~ oJ <7tW '('1.4'>N.
..6.f><-~..,yIlOt> ~ l"rz..cl'/r rb~r
OF" nte- Ptl-OP . If= "-i t::>e-'-I~r'~
~..,~..... ~ "f"\..W ~f";>~.".J I A ~-'" ('li;j:>,On=:
LJ>.NO~u.t"I,..l pu:.('< IN Il-L BE ~Cl Un.t;;b
.\ \",vJ. 7~"""a,,-<d .\.o~a",,,,;TS, cioc~",",<.N\+C>
Stories:
Residentiai Units:
Electrical License No :
Company:
Plumbing Licen e No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
mIIUI ~!
:~; . 11. W . . d'O,
]!I :1'\1,1 .11 . ''';1
Expiration Date
Approval:
..I . Pl."
Expiration Date:
Approval:
.ii1~-~.a1
(1)
(2)
(3)
This permit was issued in accordance with the prOYlsions set forth in y pur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and BUllding Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
This permit shall expire if (A) the work authorized is not commenced w hin sixty (60) days from issue date or (8) the building authorized is suspended or
abandoned for a penod of 120 days.
If this permit expires, a new permit may be acquired for a fee of one-h f the amount normally required. provided no changes haye been or will be made in the
anginal plans and specIfications and any suspension or abandonment as not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
No work of any manner shall be done that will change the natural flow f water causin\1 a drainage problem.
Contractor shall notify the Building Inspector twenty-four (24) hours In dvance for all In ectlons and shall recei
proceedll ith successive phases of the Job.
The iss ,n of a per it or the approval of drawings and specification va f, any Yiolation of the provisions
of the Ulld g codes r any other ordmance. I . rule or regulation
(4)
(5)
(6)
~
Chi Building Inspector i For Mayor
HIS PERMIT VALID ONLY WHEN SIGNED JYTHE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 H9URS PRIOR TO INSPECTION
,
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215-6797
(303) 234-5900
The City of
~heat
GRidge
City Admin. Fax # 234-5924
Police Dept. Fax # 235-2949
August 28, 1995
Mr. Tony Marchese
2260 West 56th Avenue
Denver, Colorado 80221
Re: 4465 Garrison street - PUblic Works Requirements
Dear Mr. Marchese,
This letter is to advise you of the Public Works Department
requirements that must be fulfilled prior to issuance of the
building permit requested for the above referenced address.
The documents to be submitted for review and approval by the city
are as follows:
1. A final drainage study.
2. A completed application for minor dumping/landfill permit.
Please note that an erosion control plan may be required
as part of this permit.
3. Engineered construction drawings for Garrison st. frontage.
4. A copy of the recorded legal description for the property.
5. An acceptable form of escrow for the Garrison street public
improvements.
6. Additional right-of-way will not be needed in Garrison
street.
7. Please Note: A license to work in the public right-of-way
along with right-of-way construction permit(s) will be
required of the contractor responsible for constructing the
approved public improvements.
Per our meeting of August 24, 1995 you received the drainage
criteria information packet and a blank application for minor
dumping/landfill permit. If you have any further questions,
please contact me at 235-2868.
0/,'," ,1".11'""",
.Mr. Tony Marchese
Page 2
'in ere YL/
Greg;;'nUdson
Development Review Engineer
GWK
cc: John Oss, Sr. Project Engineer
John Eckert, Chief Building Inspector
Meredith Reckert, Planner II
File
SOIL ANALYTICS AND FOUNDATION ENGINEERING, INC.
MICHAEL A. LAIRD, P.E., (PRESIDENT)
CONSULTANTS IN CIVIL ENGINEERING
10450 WEST VIRGINIA AVENUE
LAKEWOOD. COLORADO 80226
(303) 988-9229
SOIL AND FOUNDATION
INVESTIGATION
For
A Proposed Automotive Shop Building
For Marchese Specialties
To Be Constructed On
A Part of Tract 17, Juchem's Garden Place, Jefferson County, Colorado
Property Address: 4465 Garrison Street, Wheat Ridge, Colorado
Developer: Mr. Tony Marchese
JOB #3017 A
August 22, 1995
Prepared For
Mr. Tony Marchese
2260 West 56th Avenue
Denver, Colorado 80221
Telephone: (303) 455-9242
TABLE OF CONTENTS
PAGE
PURPOSE AND SCOPE ............................................. 1
CONCLUSIONS .................................................... 2
PROPOSED CONSTRUCTION ....................................... 3
SITE CONDmONS ............. ........... .........................3
SUBSURFACE CONDITIONS ....................................... 4
FOUNDATION RECOMMENDATIONS. .............................5
PREPARATION OF UNSUITABLE
FOUNDATION BEARING AREAS.............. .. .. . .. .. .... .. ...... 7
ACTIVE CASE LATERAL EARTH
PRESSURES ON FOUNDATIONS ................................... 7
FLOOR CONSTRUCTION ........................................... 8
BACKFILL AND SURFACE DRAINAGE ............................. 9
GROUNDWATER CONSIDERATIONS
AND UNDERDRAIN SYSTEM ...................................... 10
LIMITATIONS ..................................................... 11
FIGURE
TEST HOLE LOCATION PLAN ...................................... 1
LOGS OF TEST BORINGS ........................................... 2
TEST BORING LEGEND ............................................ 3
NOTES ............................................................ 4
SWELL-CONSOLIDATION TEST RESULTS ........................... 5
PARTICLE SIZE DISTRIBUTION ANALYSIS ........................ 6-9
TABLE
SUMMARY OF LABORATORY TEST RESULTS ...................... 1
Soil And Foundation Investigation
For
A Proposed Automotive Shop Building
For Marchese Specialties
To Be Constructed On
A Part of Tract 17, Juchem's Garden Place, Jefferson County, Colorado
Property Address: 4465 Garrison Street, Wheat Ridge, Colorado
PURPOSE AND SCOPE
The soil and foundation investigation covered in this report was performed
to determine specific foundation recommendations for the proposed
automotive shop building which is to be constructed at the site.
The scope of the investigation consisted of drilling four test borings over the
planned building location to a maximum depth of 25 feet, obtaining relatively
undisturbed soil samples using the standard penetration test procedure along
with selected disturbed grab samples, and performing field and laboratory
tests on the recovered materials as a basis for the recommendations contained
herein. In addition, we utilized engineering judgement based on experience
in examining the samples and site conditions and in formulating the
contents of this report.
Mr. Marchese
Soil Analytics
-2-
August 22, 1995
Job #3017 A
The parties specifically agree that Soil Analytics and Foundation Engineering,
Inc. has not been retained to perform tests or render an opinion concerning
environmental issues, hazardous waste, or soil contamination
considerations, or any matters beyond providing recommendations for
foundation design and construction for the planned building at the site.
CONCLUSIONS
1. The borings encountered an upper layer of loose, compressible
sand-silt materials which extended to a maximum depth of 2'_6".
Further, some of these materials may have been disturbed by the
construction of the foundation of the building just beyond the
north property line and by the construction of the drainage inlet
presently located inside of the northeast corner of the proposed
new building. All new foundations should be constructed below
the level of the sand-silt soils and at least 2'_6" below existing
groundlevel.
2. The sand-silt soils are underlain by granular flood plain deposits
ranging from gravels to sands. As far as is known, this layer is
non expansive. It is acceptable for the support of properly
designed and constructed spread footing foundations.
3. Claystone bedrock materials were encountered below the 16 to
17.5-foot level at the base of the sand and gravel layer. The
underlaying claystone bedrock appear to be located so deep that it
will not affect the foundations of the proposed building.
Me. Marchese
Soil Analytics
-3-
August 22, 1995
Job #3017A
4. Subject to proper sub grade preparation and base construction,
conditions appear favorable for slab-on-grade floor construction.
5. Good surface drainage of moisture must be constructed and
maintained and irrigation must be minimized to reduce the risk
of the subsoils being excessively wetted and thus experiencing
possible settlement after construction.
PROPOSED CONSTRUCIION
We understand that a 40' x 108' automotive shop building utilizing exterior
masonry walls will be constructed. The building height will be about 20 feet
and the roof line will be almost flat. The floor will be constructed as a
concrete slab-on-grade and no basement level will be constructed. Dead loads
on foundations are expected to vary from about 1000 pounds per lineal foot to
about 1800 pIf. The floor level will presumably be raised about 1 foot, or less,
above existing grades and the foundation excavation will be made at least 2.5
feet deep below existing grade.
SITE CONDITIONS
The property is located on the west side of Garrison Street in the city of Wheat
Ridge, Colorado. The ground surface slopes slightly towards the north at
about 0.0 to 0.5 percent. The ground cover consists of weeds, bare soil, and
asphaltic concrete pavement remains. We understand that a restaurant
building was once located south of the proposed location of the new building.
Mr. Marchese
Soil Analytics
-4-
August 22, 1995
Job #3017A
The restaurant structure has been completely removed from the property.
As far as we know, no buildings of any consequence have ever been built
within the location of the proposed building.
SUBSURFACE CONDITIONS
Subsoil conditions were investigated by drilling four test borings over the site
at the locations shown on Figure 1. The graphic logs and explanations of the
four exploratory borings are shown on Figures 2 through 4. The blow counts
from standard penetration tests are recorded at various depths on the graphic
log for each boring. Samples of the relatively undisturbed upper soils present
at proposed bearing levels obtained from the penetration tests were subjected
to the laboratory swell-consolidation test. The swell consolidation curves for
the samples tested are given on Figure 5. In addition, the particle size
distribution was determined for four samples representative of the upper soil
layers which will be located above and below foundation bearing levels. The
particle size distribution analysis for these various samples are given on
Figures 6 through 9. Finally, Table 1 lists the soil classifications of the various
materials tested along with the results of significant index property tests
which were performed.
Generally speaking, the soil profile encountered by the borings appears to be
fairly predictable over the site. Loose to firm sand-silt soils were encountered
from groundlevel to a maximum depth of about 2'-6". The classification of
this upper layer generally ranges from sandy silts (ML) to silty sands (SM).
Penetration test blow counts in this layer ranged from 5/12 to 16/12. The
average measured moisture content of the sand-silt soils was 17.5 percent and
Mr. Marchese
Soil Analytics
-5-
August 22, 1995
Job #3017 A
the average laboratory determined dry density was 97.4 pounds per cubic foot.
This is a rather modest density level and is indicative of a relatively low
allowable soil bearing pressure. This soil is essentially non expansive and
while it is satisfactory for supporting foundation footings with light load
intensities, it may settle excessively if the applied pressures are increased
beyond the safe bearing value or if disturbed materials are present.
Below the sand-silt soils the borings encountered a loose to firm mixture of
gravel and sand with a low silt content. These materials, which are ancient
stream valley flood plain deposits, extended generally to the 16-foot or
17.5-foot level and were saturated with a perched water table generally below
a minimum depth of 5.8 feet. The bearing capacity of this layer is greater than
that of the overlaying sand-silts and it is non expansive with the exception of
the possible presence of undetected clay pockets which might be present at
some locations within the lower half of the layer.
Below the granular materials the borings which penetrated beyond the base of
these materials encountered hard claystone bedrock. If the claystone bedrock
were to be present below the building sites at shallow depths, it could present
an expansive soil problem. However, it should not affect the planned
construction provided that its proximity to groundlevel does not substantially
vary from that indicated by the borings.
FOUNDATION RECOMMENDATIONS
Based on the results of the investigation, we recommend that the proposed
building be founded on standard spread footing foundations placed at least
Mr. Marchese
Soil Analytics
-6-
August 22, 1995
Job #3017A
2'_6" below present groundlevel in order to bear below the level of the upper
compressible sand-silt soils. In addition, footings should be located at least
3'_0" below final exterior grades to provide frost protection. Footing
foundations bearing on the underlaying undisturbed gravel and sand soils
should be designed using a maximum allowable soil bearing pressure of 1,500
pounds per square foot.
We believe it is important to remove the upper sand-silt soils from bearing
locations and place the footings at least 2'_6" deep below existing groundlevel
since these upper soils are loose and compressible at some locations. Further,
some of these upper soils may have been disturbed by the construction of the
foundation for the building located just beyond the north property line. In
addition, soil disturbance is no doubt associated with a 4' x 2' drainage inlet
apparently located within the northeast corner of the building area.
Additional disturbance will result from the removal of this feature. Refer to
the next section of this report for remedial measures for disturbed areas
located below bearing level.
We recommend that all continuously bearing concrete foundation walls be
well reinforced longitudinally with at least two #5 bars, top and bottom, and
under blockouts. We further recommend that all concrete foundation walls
contain sufficient horizontal reinforcing to enable them to span an
unsupported distance of at least 15 feet.
Mr. Marchese
Soil Analytics
-7-
August 22, 1995
Job #3017A
PREPARATION OF UNSUITABLE FOUNDATION BEARING AREAS
Care must be used in the preparation of all foundation bearing areas since
excessive settlement may result if incompetent materials are present. Prior to
foundation construction, the base of the completed excavation should be
thoroughly inspected for loose, disturbed, frozen, and otherwise unsuitable
materials including improperly placed fill. All disturbed and unsuitable
foundation materials must be completely removed and the resulting
excavation should be backfilled with good quality non expansive imported
granular structural fill materials, such as granite sand, compacted to at least
100 percent of standard Proctor density at optimum moisture content or else
the foundations must be extended sufficiently deep to bear on t/1.e
underlaying natural undisturbed soils. All structural fill must be compacted
in 8-inch lifts to the stated density level and moisture content. The
compacted backfill must extend upward to the level of all structural
foundation elements.
ACTIVE CASE LATERAL EARTH PRESSURES ON FOUNDATIONS
If backfill is placed to the same height and degree of compaction on the
interior and the exterior faces of foundation walls, then the backfill should
not result in a net unbalanced pressure on the walls. If there are locations
where this will not be true, then the designer will need to account for the
lateral earth pressures on walls.
We recommend that non expansive granular materials be used as the backfill
for foundation walls. If the non expansive fill is only moderately compacted
Mr. Marchese
Soil Analytics
-8-
August 22, 1995
Job #3017A
using hand equipment to 95 percent of standard Proctor density and to the
extent that it does not settle after construction, the foundation walls should be
designed for an equivalent active case fluid pressure of at least 40 pounds per
cubic foot. Care must be taken not to overcompact the backfill or to operate
heavy equipment above the foundation wall backfill since this will result in
excessive earth pressures on foundation walls.
FLOOR CONSTRUCTION
Generally speaking, subsoil conditions at the site are favorable for slab-on-
grade floor construction subject to proper preparation of the subgrade. All
vegetable matter and frozen or other unsuitable material must be completely
removed from the area, and the underlaying soils below slabs should be
scarified to a depth of several inches in preparation for placement of the
imported non expansive granular base layer. The non expansive granular
base used to elevate floors above groundlevel should be compacted in 8-inch
lifts to 100 percent of standard Proctor density at optimum moisture content.
The concrete slab-on-grade floor should be properly designed with respect to
thickness, strength of concrete, reinforcement, and joint spacing, taking into
account the service requirements and the nature of the anticipated loadings
that will be applied.
Although we did not detect the presence of significantly expansive soils at
and substantially below proposed building elevations, we believe it is
advisable to construct floating slabs and separate the slabs from all bearing
members and utility lines to allow their independent movement.
Mr. Marchese
Soil Analytics
-9-
August 22, 1995
Job #3017 A
Specifically, expansion joints should be provided between slabs and
foundation walls and frictionless sleeves should be proved for all utility lines
and columns which pass through the slabs. In addition, to provide protection
against unknown conditions or subsoils anomalies, it is desirable to provide a
minimum 1.0 inch void space above or below all partitions on slabs. Flexible
connections should be used for all slab bearing mechanical equipment to
provide for at least 1.0 inch of free vertical movement.
BACKFILL AND SURFACE DRAINAGE
Since it could result in their settlement, the foundation soils should be
prevented from being excessively wetted after construction. This can
generally be assisted by using a positively sloped backfill and by compacting
the backfill sufficiently so that it does not settle following construction. The
backfill should be free of debris and should be moistened and compacted
taking into account the considerations described in the previous section on
lateral earth pressures. Some water can be blended with the backfill at the
location of the stockpile but away from the foundation locations to permit
proper compaction; however, the backfill must not be puddled.
If any settlement should occur in the backfill, it could adversely affect utility
lines which transmit fluids and pass through the foundation walls. It is not
uncommon for such piping to shear at the foundation walls due to
movements in the backfill. It is recommended that the pipes pass through
slotted openings in the foundation walls or that flexible connections be used
to compensate for shifting of the foundation wall backfill. It is also
Mr. Marchese
Soil Analytics
-10-
August 22, 1995
Job #3017A
recommended that all water lines be carefully pressure tested prior to final
acceptance and that any leaks detected be repaired.
The final grade should be sloped well away from the structure on all sides. A
minimum slope of 6 inches in the first 5 feet is recommended. All
downspouts should discharge into extensions which slope away from the
foundation walls and extend beyond the limits of all backfill. The point of
discharge should be onto the paved areas located beyond the landscaped areas
and good drainage should be maintained at this point.
All owners of the structure should be advised of the need for keeping
moisture away from the foundation and slab-on-ground areas. In no event
should an automatic sprinkler system be installed next to the foundation
walls. Any plants used for landscaping near buildings should be of a variety
requiring little, if any, irrigation. The ground surface in the area may be lined
with a suitable geotextile fabric to control plant growth. The area next to each
structure may then be covered with gravel, bark chips, or other materials
requiring no rainfall or irrigation.
GROUNDWATER CONSIDERATIONS AND UNDERDRAIN SYSTEM
Based on the planned non basement construction and the soil profile, we do
not believe that a perimeter foundation drain system is needed or would
serve a useful purpose for the proposed building. Presently, a perched water
table is located approximately 5.8 feet below groundlevel, and the probability
of the water level rising significantly appears remote in view of the
permeable nature of the overlaying materials.
Mr. Marchese
Soil Analytics
-11-
August 22, 1995
Job #3017 A
LIMITATIONS
The exclusive purpose of this report is to provide foundation design criteria
for the proposed building at the site. The work has been performed in
accordance with generally accepted soil and foundation engineering practices,
and no other warranty, expressed or implied, is made.
If you have any questions concerning the contents of this report, please call.
~~'~
Michael A. Laird, P. E.
Consulting Engineer
MAL/ vjs
cc: Mr. Bill Root
enc
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FT8 #4 FT8 #2 ·
. FT8 #1
. FT8 #3
PROPOSED BUILDING
TEST HOLE LOCATION PLAN
1" = 50'-0"
GARRISON
STREET
APART OF TRACT 17, JUCHEM'S GARDEN PLACE, JEFFERSON COUNTY, COLORADO
PROPERTY ADDRESS: 4465 GARRISON STREET, WHEAT RIDGE, COLORADO
FIGURE 1
LOGS OF 1ST BORINGS
FTB #1 FTB #2 FTB #3 FTB #4
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TEST BORING LEGEND
SAND SILT (SM-MLl. loose to finn, very silty sand or sandy silt to
gravelly silty sand, brown, moist.
GRAVEL AND SAND (GP-GW), loose to finn, ancient stream valley
flood plain deposits, dry to saturated.
CLAYSTONE BEDROCK, hard, medium plasticity, gray to blue gray,
moist.
Drive sample, 2-inch 1. D. California liner sample.
Drive sample blow count. Indicates that 11 blows of a 140-lb hammer
falling 30 inches were required to drive the California spoon sampler
12 inches.
Depth to water table measured after drilling.
Grab sample of cuttings.
FIGURE 3
NOTES
1. The test borings were drilled on August 12, 1995, with 4 inch diameter
continuous flight power augers.
2. Elevations of the tops of test holes were not determined and the logs of the
test holes are drawn to depth.
3. While strata changes are shown at specific depths on each boring, in actuality
more gradual transitions may occur from one soil description to another.
Likewise, while the boring logs are our best interpretation of subsurface
conditions, they may not always be accurate between sample locations. It is
not warranted that the borings are representative of subsurface conditions at
other times and locations.
4. Free groundwater was encountered in Boring #1 and Boring #2 during
drilling. Refer to the logs of the test borings.
FIGURE 4
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SOIL ANALYTICS AND FOUNDATION ENGINEERING, me.
ONE DIMENSIONAL SWELL/CONSOLIDATION TEST
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Building Pennit Number : 1t:J89 <'
Date: ~4_'
;;.
- i..\t".~,
I~
, ',L ' 'Owner: HEllERMAN PETER
Address: 448& GARRISON ST
No,: 18592
'COmpany:MllfChe$e
_ < ';.,':':;
,:'1";
phoiIe: 455-9242
Phont : 455 9242 '!
,'~:~":: '.(;:1'>' ~:_::J~.::~' .;: ,
COnstructiOn valUe :',
PenWl tee :
Plan RevIeW ~: '
Use Tax :
Total:
$1.i6OO;OO; .,
. '~O\t..
. $0:00
~$S7:5O:
"c'" '''i'''i'
.....,'M. ,
,;~}~,'-;>
~' ,~,
eUILDING DEPARTMENT use ONlY
SII.4i181t6 C-1 APPROVAL OF A 280 sa. FTsfw_48.tN " ·
RlAR OF PROPERTY ! '.
Walls:
Roof:
Stories :
Res~U. :
. , ., " .
:>'
"''-',,' .,.
::.;;<{'i
plumbing license No :
Company:
MechlllliC8J ~e No:
Company:
"
expiratiOn Dale:
Approval:
..
Expiration QaIe :
Approval :
.
... PIRMrt VAUJ)OM.'f WHEN SIGNED BY T11E CHIEF IMLQING IHIP*eTOR
, :," CAU:: ~45NU4 HOURS PRIOR 'to IMSPECTION '
rf\~qmJ .
"'. ;_~,:._'3
... , "',
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number:
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date:
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner: --rc>t-l 'X
Property Address: 4 tid">
Contractor License No. :
Company: \1\~esc ":Yf€Ll~-T'-ES
V'I\. ~ f-L \-\C"=>E
(,A.~\,-lS<>~ <)\
Phone :45"5 q 2..4, "L
Phone:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value: "l ~ <> '"
0<- J'--'0 "'"
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown. and allegations
made are accurate: that I have read and a ee to abide by all conditions printed on this
application, and that I assume full respons' ility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable W at Rid ordi nces, for work under this errmt.
Permit Fee:
Use Tax:
Description: fA> \ \..--0
Total:
(OWNER)(CONTRACTOR) SIGNE
~TD~IA.G~
U t\( l--r
t{d-T ~ v..>1,=:c, S. c..<:>'C!lE<1<'-..-
o p- L.-~-
BUILDING DEPARTMENT USE ONLY
, ,+11",/%,
Approval: ;5YV-
Zoning: (:-1
!;Bl!ldll!~
Approval:
P,Obllc1W~tnelilS:J
Approval:
ll)1liJ.tl~lj, ,hi [ JI'if 1':
Af'r'r2oVN.- OF A 260 * -Sf'l~ ~
IN ~ 191"" f"llX-f'eYl-1'1.
Occupancy:
Walls:
Root:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing license No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
~ ...PlansR~u!riid~n
Expiration Date:
Approval:
~ . Pla-ns. .Required .J
Expiration Date:
Approval:
111 ~Pl4l1S.~ql!.lrl8llllllll
(4)
(5)
(6)
This permIt was issued in accordance with the provisions set forth in yopur apphcation and IS subject to the laws of the State of Colorado and 10 the Zoning
Regulallons and Building Code of lNheat Ridge, Colorado or any other applicable ordinances of the CIty.
This permit shall expire if (A) the work authortzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned lor a period of 120 days.
If thiS permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
anginal plans and specifications and any suspension or abandonment has not exceeded one (') year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
NO work. of any manner shall be done that wilt change the natural flow of water causing a dramage problem.
Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspeclJons and shall receive written approval on inspection card before
proceedltng With successIve phases of the Job.
The uance of a permit or e approval of drawings and specifications shall not be construea 10 be a permit for, nor an approval of. any violation of the provisions
of building codes or any' ther ordinance, law, rule or regulation
(1)
(2)
(3)
iet Building Inspector For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING , DEVELOPMENT
REQUEST FOR PUBLIC WORKS REVIEW
q:;;-
{)O"1 c.{
Date: 2~~~-q\-
Location: ~ c..t rn 'S:
~~
Case/Building Permit No.
S-t
Please review the attached materials submitted in application for
alii o.....J:o ~ ' and indicate your decision on those
below, and ple se add any other comments which you may have under
1. --<::::
2. ....::::::::.
3. ~
approval of
items check
number 18.
Boundary Closure:
OK ~ Not OK; refer to stipulations
Square Feet
Area:
Acres
Drainage:
a. Drainage
b. Drainage
c. Drainage
OK
plan (and report) needed ~
plan not needed
provisions have been reviewed and are
Not OK; refer to stipulations
found to be:
4. ~ NPDES Permit Required
Y
<V
5.
----
Legal Description:
If not okay, please
<>r:;. ~,~ f ....pcA- 't
-6....
"c::.c-c;(
Not OK; refer to stipulations
t... ""....\,.....;+ - Ic.J"'-1 c.\p~.'fT","'-
OK
explain:
6. ~ Public Improvements:
a. Street paving needed ~ N b. Curb , Gutter neededLi> N
c. Sidewalk needed N d. Street Lights needed Y N
e. storm Sewer needed Y N f. Escrow required (!) N
If Escrow required, for what improvements? In what amount? "'* \'-,,~~")
~\.~ -h."""c::....
t9
Y
(!:)
7. ~ Development Agreement required
If Yes, for
.~~
8. ~ All necessary documents have been initiated by Public Works and are
attached hereto: ___
9. ____ Is a traffic impact analysis and report required?
Y
CID
10. ~ Is a State Highway Access Permit needed?
Y
o
11. ~
12. ~
New roadway or alley R.O.W. dedication is recommended: ~..
If yes, what is recommended:
All existing dedicated roadways and alleys meet the standards of the
City: rJ..
If no, which do not and what is requested:
&.......ro(""\,.~on :>1-. ne..~s ~ \.- l""'-ff"O~e.d -tor.. C-n; 3\G4Jw'\d.,^ds.
13. ~ All existing and proposed dedications have been reviewed and found to
be: ~OK __Not OK; refer to numbers 11 , 12.
18. ~. Summary Comments:
0.\ .10, VI
t?~ '-t>,;~0\ I<Yl'l o~
\ \ \
"(7 0--"')..:, (_rim "0 \So7V Wv..((.
I
A:\PLAN&DEV.FRK (FORKS)
14.
15.
16.
17.
~
Public Works Department has reviewed this request and
i s approv 1, subject to the above and/or attached
e he I 'TS-
, ,
Date
The Public Works Department has reviewed this request and does not
approve for the reasons stated:
Signature
Stipulations attached: ~
Date
No
DEADLINE DATE FOR
..riA
PUBLIC WORKS DEPARTMENT REPLY:
_Aq-/\
h,"l/~ ~j.(JI'\
D~ -r C Q
",,{ r .
,
I
&>-(
.1-0 \,y
(0"'\,*'0' ~tA '7<<
~
l-
Building Permit Number: 95- 2098
Date: 10/20/95
Phone: 455-9242
Phone: 430 7200
(OWNER)(CONTRACTOR)
Description:
Total:
$200.00
$25.00
$0.00
$3.00
$28.00
Construction Value :
Permit Fee :
Plan Review Fee :
UseTax:
Approval ':
Occupancy :
Wels:
Roof:
Stories :
Residential Units :
Electrical License NCI) :
Company:
Mechanical License No :
Company:
Expiration Date :
Approval:
.
Expiration Date :
Approval:
.
(1)
(2)
(3)
!:l
(6)
I i
iMlEN SI~NED B . THE CHIEF BUILDING INSPECTOR
933 24 H~URS PR R TO INSPECTION
,
i
,
I
,
[~3_~
I
i
I
~~~__.._.J_.,_._,.
Uti I'" I '''L.'' I ul' ,)LANNING ANU ULliLLUl'LfItlLN I
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEA T RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
/\f)fJIII..dlll}11 l'OlJjIIU\_1
Date
Property Owner: /4~1J <2$';;:
Phone: /5:5 -9.:J./~
Property Address: 1;"/? ;;
Contractor License No. :.5.1 2.)1.04
Company: p./o IU
~.A- ~( So;J S:r
A.JI2 /3"3/0
E Lee. reA C- r!ot::P
phone:
/30 -1u;;o
Construction Value:
Permit Fee:
Use Tax :
~oo. rIJ
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby cert,ify thallhe setback distances proposed by this permit application are accurate.
and do not vIolate applicable ordinances. rules or regulations of the City of Wheat Ridge or
covenants, easements Of restrictions of record; that aU measurements shown. and allegations
made are accurate; thaI I have read and 3$.ree to abide by all conditions printed on this
. applicatIon. and that I assume full responsIbility for complIance wIth the Wheat Ridge Building
Code (U Be) and all other applicable Wheat Ridge ordin~ces for work un~er this permit
(OWNER)(CONTRACTOR) SIGNED ().I' .t. (7 A -' (~~.P' IC4A TE /0/ ~/ci S
Description (ClOA --r &A foeMU( % Nt C-k:
BUILDING DEPARTMENT USE ONLY
Total:
tjIDJ.rm~p:mDWI1W;.
Approval:
Zoning:
wn.l!n.rJ~iqp~..jj
Approval:
"j)bl(l':':!/Vorks'C ....- 'hts."
'~l(,,~Ii"-l"".~_\';."~ ,......qmm!:.c;:;ct,
Approval:
Occupancy. Walls:
Roof:
Stories:
Residential Units :
Plumbing License No :
Company:
Mechanical License No :
Company:
Electrical License No : .:<</0 i./
Company {}(!r,,(' P. !:.La!7lVC
Expiration Date:
Approval:
-.J ~:Pla\ls:Re.!1.U.11e!t'iml
Expiration Date :
Approval:
Expiration Date'
Approval:
;m f!"J;ins'Requlre,dtJi'l!
II
.:~ lu) ;(:i.I~ljr.:;!..t
(4)
(~>l
ThiS permIt was issued in accordance with the provISIOns set forth in yopur application and is subjeCt to the IcrwS 01 the Stale 01 Cokndo and>> Ile Zoning
Regulallons and BUlldll"l9 Code of Wleat Ridge, Colorado or any other apphcable ordinances of the City. .
ThiS permit shall expire tf (A) the wo~ authOnzed IS not commenced within Sixty (60) days lrom issue date or (8) the buikfno authoriZed Is suspended or
ab,mdoned for a period of 120 days
II thiS per mil expIres. a new permit may be aCQuired lor a lee of one-half the amount normally required. prcMded no changes have been or will be made in the
ongm,;II!I.Jns and specifications and any suspension or abandonment has not exceeded one (1) year. tf changes afe made or if suspension or .bandonment
e)(ceeds onc (1) year full lees shall be paid lor a new permit
No work 01 any m;Jnner shall be done that will Change the naluralllow of water caus".g a drainage problem
(:r1l1ll;1I.1,,, <_;11;:111 nollly the Building Inspeclor twenly-1ou! (;'4\ 100u'$ In advance for all inspections and shall receive written approval on inspection card before
proC('{'UIO!lY w,ltl su(.C('sslve phases of !helOb . .. . ' .
The; !S~",iIICt~ of a permit Of the approval 0 draWIngs and srCClflC<ttlons shall not be construed to be a permit tor. 00( an approval at, lJI'tf viO&ation of the proviSionS
01 1I1e IlIl"'lIT1l! codes 01 any other ordlnomce_ law. rule Of Icg\.llal'on
(11
(2)
(3)
(6)
ell!< l1lllld1l1g Inspector For Mayor
TillS PE.RMIT VALID ONLY WIl[N SIGNeD BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234.593324 HOURS PRIOR TO INSPECTION
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215-6797
(303) 234-5900
The City of
~heat
GRidge
City Admin. Fax # 234-5924
Police Dept Fax # 235-2949
October 12, 1995
Mr. Richard Romberg, P.E.
Lane Engineering Service, Inc.
9500 West 14th Avenue
Lakewood, Colorado 80215
Re: Marchese specialties Automotive Facility, 4465 Garrison
Street - Approval of Final Drainage Study, Erosion Control
Plan
Dear Mr. ROmberg,
This letter is to inform you that the final drainage study, and
erosion control plan the above referenced project have been
reviewed and approved for construction. Please be aware of the
following items regarding the construction of the project:
1. The proposed drainage facilities shall be constructed and
approved by the City of Wheat Ridge prior to issuance of the
Temporary Certificate of Occupancy.
2. Erosion control for the project shall be placed in conformance
with the approved drainage/erosion' control plan and shall be
maintaihed"as needed during the course of construction.
3. All drainage improvements shall be constructed in conformance
with the approved drainage report and plan.
4. It will be the responsibility of the contractor for the
project to repair any damage to the existing public
improvements on Garrison Street and/or West 44th Avenue as a
result of related construction traffic in the area. Also, the
contractor will be responsible for maintaining Garrison Street
and west 44th Avenue on a regular basis such that it is free
of construction debris and tracking from construction traffic
accessing the site.
5. Upon completion of the drainage improvements, Lane Engineering
Service, Inc. shall provide to the City of Wheat Ridge a
letter of certification stating that the various improvements,
as defined in the drainage report ~nd plan, have been
accurately surveyed to confirm that their construction is in
accordance with these documents. The certification letter
shall be
o
October 11, 1995
Mr. Richard Romberg, P.E.
Page 2
written and stamped by the engineer who prepared the drainage
report, and shall be submitted for review and approval by the
City prior to issuance of the certificate of Occupancy.
6. In order to facilitate the primary access, the required
landscaping along the Garrison street frontage shall be in
place and to the satisfaction of the City prior to the
issuance of the Temporary Certificate of Occupancy.
any questions, please contact me at 235-2868.
GWK
cc: Bob Goebel, Public Works Director.
Glen Gidley, planning & Development Director
John Oss, Sr. Project Engineer
Steve Nguyen, Traffic Engineer
John Eckert, Chief Building Inspector
Tony Marchese
File
f
r
I
,
I
(
!
I
,
,
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
"S'
I have this day inspected this structure and these premises and
have found the fOllowing violations of City and/or State laws gov-
erning same:
I?
f~,jf'/
/" P.i__n-P
,
...dl ..........;/.
. -
41..1
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.
J1~
].--
v
/ .Ai/~
/
p.tJ <; /r,<, I
~ /--11'1"), /:;".,4,,#_
{
I
,
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
I .r. ~7'~5
I /
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Date
I
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!
r FORM WR8'22
I
L_ __._.__"_
In8~~ld/ng Dept.
DO NOT REMOVE THIS TAG
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--------------------------------------------------------------------------
P.::!
4-17-1996 1 : 25PM
FROM WESTERN WOOD FAB 2867513
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WESTERN "'...,90D
~........A~FABRICATORS
ATCHJOB: NWTN
Date: 04/17/96
WESTERN WOOD FAB
8485 ROSL~N STREET
COMMERCE CIT~, CO 80022
(303)286-7511
Sales R!!p:LS
D!!signer:LS
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page 1 of 1
Qu:;;te# 1
MARCHAESE CONSTRUCTION
TONY Lf:;:',- - 9'2 I..( 2 ~' ....
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Job:WWTN
WHEATRIDGE
I
__...J...._..
Loadi"'~9: : 3 C
PITCH
6-:0070.00
10 10
OVERHANGS
6.001 6'.00.
I
. .. .'PlUCK'
'-""~asl
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-"3-~:.6~
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-. '-j34. ~"!l
12.71 "
0.00
347.25 I
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,
$1'
0" O'
'--6_ 0010, 0
6.067
6.00
Sub-To.tal
Sale~ T~~ @ 3.800
Deliver
Total Selling Price
Pleas!! v~rify the quantity, ~pan, pitch, OIH, loading, 0... heel
height, cantilevers and pr~ce. This proposal may be withdrawn by
WESTERN WOOD FAB if not acc~pted within 30 days.
Layout provided upon reque~t. We accept no re~pon~ibility for
framing and installation of Roof Trusses. A 25S restocking fee
may be ch~rged on returns. All trusses are made to order.
ACCEPTANCE Of PROPOSAL -- The above prices, specifications and
condition~ are satisfactory and are hereby accepted. You are
authorized to do the work as specified. P.ayrnent will be made as
outlined above.
Please sign, date, and return.
Date of acceptance:
Signatul.e:
Signature:
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