PRE 2010 DOCSCity of Fridley
-
SUBJECT
_ -
® 1222,
AT THE TOP OF THE TWINS
BUILDING PE IT
r
RECEIPT NO.
`4 ______ COMMUNITY DEVELOPMENT DIV.
INSPECTION
r PROTECTIVE SEC.
CITY HALL FRIDLEY 55432
NUMBER
REV.
DATE
PAGE OF
APPROVED BY
612-560-3450
910-F15
7/11/73
JOB ADDRESS 136 Panorama Avenue N.E.
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION SEE ATTACHED
DESCR.
4
2 1
Carlson's Summit Manor South Addition SHEET
2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE
Mr. Edwin Watkins 136 Panorama. Avenue N.E.
3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO.
Same
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO.
6 USE OF BUILDING Residential
7 CLASS OF WORK ❑ NEW ❑ ADDITION I7 ALTERATION 0 REPAIR ❑ MOVE ❑ REMOVE
6 DESCRIBE WORK
Construct free standing fire place (Franklin)
9 CHANGE OF USE FROM TO
STIPULATIONS
VSA
P
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
Block/Flue
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SQ. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED,
$125.00
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
.50
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
$5.00
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
PLAN CHECK FEE
TOTAL FEE
xweitl�
1 —0. 50
. SIGNATURE OF CONTRACT -0-14 OFfAdTHORIZED AGENT (DATE)
WHEN PROPERLY VALID 0 THIS IS YOUR PERMIT
6)NSP
SIGNATURE OF OWNER IIF OWNER BUILDER) (DATE)
DATE
R
APPLICATION FOR RESIDENTIAL, ALTERATION,
OR ADDITION BUILDING PERMIT
CITY OF FRIDLEY, MINNESOTA
OWNER'S NAME :Qo,, { 8. ILDER :
ADDRESS : f 31 2,4 /`j•_ADDRESS :
NO :. -/3z STREET : 60_-_Z� 1-77
Y�
LOT • a BLOCK •,� ADDITION : ����., ti, �r /1� j,,,-v,����e�-G J'
CORNER LOT: INSIDE LOT: V" SETBACK: SIDEYARD:
Applicant attach to this form Two Certificates of Survey of Lot and proposed
building location drawn on these Certificates.
To Be Used As:
te- -k
rrq-1-1
14�e,IV h /0y
DESCRIPTION OF BUILDING
—Depth: Height:
Square Feet: Cubic Feet:
Front: Depth: Height•
Squar Feet• ulic Feet:
Type of Construction: EsXWted Cost; $ ,� f
To Be Completed: /� /� % 3
The undersigned hereby makes applicativr, for a permit for the work herein
specified„ agreeing to do all work in stitict accordance with the City of
Fridley Ordinances and rulings of the Department of Buildings, and hereby
declares that all the facts and representations stated in this application
are true and correct.
(See Reverse Side For Additional Information.)
r
City of Fridley
SUBJECT
PERMIT
® 3185
AT THE TOP OF THE TWINS
BUILDING
PERMIT
r
R EIPT NO
`W _ COMMUNITY DEVELOPMENT DIV.
PROTECTIVE INSPECTION SEC.
17 m/6
L1 � i
/---.j CITY HALL FRIDLEY 55432
NUMBER
REV.
DATE
PAGE OF
APPROVED BY
---_�
%L 612-560-3450
910-F15
9/8/75
JOB ADDRESS 136 Panorama. AVenue N.E.
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION
SEE ATTACHED
DESCR.
4
2
Carlson's Summit Manor South SHEET
2 PROPERTY OWNER MAILADDRESS
ZIP PHONE
Edwin Watkins 136 Panorama Avenue N.E.
3 CONTRACTOR MAIL ADDRESS
ZIP PHONE LICENSE NO.
Same
4 ARCHITECT OR DESIGNER MAIL ADDRESS
ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS
ZIP PHONE LICENSE NO.
6 USE OF BUILDING
Residential
7 CLASS OF WORK
❑ NEW ❑ ADDITION ❑ ALTERATION Ck REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Re-roof Dwelling
9 CHANGE OF USE FROM TO
STIPULATIONS
SEPERATE PERMIT' fil-r o lkED FOR AIRING,
HEATING, PLUMBING
AND SIGNS.
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
Asphalt
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SQ. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
R-1
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
1
STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED.
$230.00
.5O
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
$5.00
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
PLAN CHECK FEE
TOTAL FEE
$5.50
SIG rUREOFCOMTRAC RORAUT ORIZEDAGENT (DATE)
WHEN PROPER/L�Y/JVALIDATED THIS IS YOUR PERMIT >•
4
-2)LIAA
BLDG INSP
DATE
SIGNATURE OF OWNER IIF OWNER BUILDERI TEI
APPLICATION FOR RESIDENTIAL, ALTERATION,
OR ADDITION BUILDING PERMIT
CITY OF FRIDLEY, MINNESOTA
OWNER' S. NAME • _ DER •
ADDRESS • ADDRESS:
NO:. 1-36 STREET: ` I
LOT: BLOCK: ADDITION •
CORNER LOT: INSIDE LOT: SETBACK:- SIDEYARD:
Applicant attach to this form Two Certificates of Survey of Lot and proposed
building location drawn on these Certificates.
To Be Used As:
DESCRIPTION OF BUILDING
Front: Depth: Height:
Square Feet: Cubic Feet:
Front: Depth: Height:
Square Feet, Cubic Feet:
Type of Construction: <� i � Estimated Cost:
To Be Completed:
The undersigned hereby makes application for a permit for the work herein
specified, agreeing to do all work in sttict accordance with the City of
Fridley Ordinances and rulings of the Department of Buildings, and hereby
declares that all the facts and -representations stated in this application
axe true and correct.
DATE: tl SIGNATURE:
(See Reverse Side For Additional Information.)
� vo.
CONSULTING SOIL ENGINEERS
612/546-6938
Mervyn Mindess
Arthur -E. Ostlund
Warren O. Olson
Francis D. Hagen, Sr.
SUBTERRANEAN
ENGINEERING. INC.
7415 WAYZATA BOULEVARD, SUITE III
MINNEAPOLIS, MINNESOTA 55426.
Job No. S-7698
August 24, 1976
f
Mr. & Mrs. Edwin
Q 36 Panorama Avenue N.E.
ridley,— Minnesota
're: House Settlement Investigation
Watkins Residence
136 Panorama Avenue N.E.
Fridley, Minnesota
The house at this lot is approximately 21 years old.
Some 2 to 3 years ago settlement was first noticed at the
south-east corner of the building. This has progressed, and
is presently fairly substantial. We were.retained to conduct
a soil investigation adjacent to the house, to determine the
underlying soil and ground water conditions, to attempt to
diagnose the causes of -this settlement, and to prepare a report
r
of our findings including recommendations for remedial measures.
d
DD nr'Dr1,TTD V
A single soil test hole was drilled adjacent to the
southeast corner of the house on August 4, 1976. The results of
this boring did not enable us to pinpoint the cause of the
building settlement. Therefore a second soil boring was added.
SOIL AND FOUNDATION ENGINEERING, FIELD LOADING TESTS, ROAD SUBGRADE INVESTIGATIONS,
EARTHWORK CONTROL & PAVEMENT DESIGN, MATERIALS TESTING, SUPERVISION AND CONSULTATIONS
at the northwest corner of the house on August 20, 1976, in order
to see if there is any.significantcvariation in soil conditions
across the house area.
10
Both soil test holes were drilled with a truck -mounted
-CME-45B drill unit. The holes were advanced with 31,4" i.d. x 7"
o.d. continuous flight, hollow stem auger which acts as a temporary
casing -to prevent collapse of the sides of the hole. Standard
penetration tests were performed in advance of the casing.tip at
2' to. ,15' intervals of depth, fully in accordance with procedures
designated in A.S.T.M. Specification No. D-1586. Each standard
penetration test provides a measure of the relative density of
the soil at that level, and also results in a 12" to 18" long soil
sample for examination. Very careful note was also made of the
depths at which any changes in soil stratification occurred.
After completion of the borings measurements were made for the
depth of the ground water level.
All soil samples obtained were brought to our laboratory
for examination and classification. They will be retained for a
period of at least 90 days from date of issue of this report,
after which.they will be discarded unless we'are otherwise notified
Drawing No. 1 is a site plan:\ owing.the soil test hole
locations in relation to the outline of the existing house.
SUBTERRANEAN
ENGINEERING INC.
MINNEAPOLIS. MINN
3
Detailed soil descriptions together with a plot of the standard
penetration test blows per foot are given on the,Borehole Log
sheet, Drawing No. 2. Following the regular written soil descrip-
tions are capital letters in parentheses, which represent the-
appropriat.e group symbols of the Unified Soil Classification
System. A chart explaining this system is appended.
All elevations in this report are to geodetic or sea
level datum, and were obtained using the bench mark noted on the
site plan. .
• . I. SITE AND GEOLOGY
The property lies within a pre -glacial river valley,
which was much wider and deeper than the present day Mississippi
River Valley. As the glacial ice from the last ice age in North
America retreated northward the lower part of this valley was
filled in with valley -train sands and gravels. In the last glacial
stages the velocity of water flow within the valley decreased
significantly, and there were even some temporary pondings when
the river became dammed by glacial debris and the flow ceased.
During -these latter glacial stages the upper portion of this former
raver valley was filled in with fine sands sedimented by the -:water,
and layers of clay which were formed at times when the water was
ponded over.. -the area in the form of a glacial lake.
ENGINEERING INC.
x MINNEAPOLIS, MINN.
1
4
According to information published by the State of
Minnesota Geological Survey, the uppermost bedrock stratum under
this site is believed to be dolomitic limestone which slopes from
the south-east down toward the north-west. The bedrock is
believed to occur at a depth of about 120' to 140' below ground
surface at this location.
SOIL CONDITIONS
Three basic soil types were encountered in our invest-
igation. These are fine to medium sand; silty•clay, some of which
occurs as.layers within the sand deposit; and underlying fine -to
coarse sand.
Fine to Medium Sand
The house area is covered by a deposit of laminated,
brown to pale brown, fine to.medium sand which varies in total
thickness from 20%' to 24h'. There is virtually no gravel within
this soil deposit. The sand is in a loose condition throughout
its depth, with standard penetration test resistances of 2 to 9
blows per foot.
Contained.within the sand deposit are random thin seams
or lenses of silty clay. It would appear from our borings that the
total thickness of the silty clay lenses was somewhat greater at
the southeast corner of the house, where'�he settlement occurred, .
'` ;'�•:• SUBTERRANEAN
o
ENGINEERING INC.
n MINNEAPOLIS, MINN.
5
than at the northwest corner. Furthermore, a careful analysis
of the field test -data indicates that the fine to medium sand at
the southeast corner is slightly looser than.that at the northwest
'corner. Such variations in density or in soil composition are
not at.all unusual in'a soil deposit of this type.
Sandy and Silty Clay
Directly below the stratified sand with clay lenses is
a thick seam of clay material. This layer is 3-1-7' to 4' thick at
the.northwest corner of the house, and is 7h' thick at the south-
east corner. It occurs below the 2012-' to 24%' depth below ground
surface. The clay material is plastic, and is stiff to tough
in consistency., with standard penetration test values of 8 to 15
blows per foot. We estimate that this material has a shear streng
in the order of 2000`to 3500-p. . s.f. This material has relatively
low compressibility.
Fine to Coarse Sand
A stratum.of fine to coarse sand is found.below the 24'
to 32' depths, and probably extends to considerable depth. This
soil layer was found to be medium dense within the depth range
tested, with penetration test values of.9 to 15 blows per foot.
It becomes increasingly denser with increasing depth.
SUBTERRANEAN
ENGINEERING INC.
n MINNEAPOLIS, MINN.
6
The fine to coarse sand has high load-bearing capacity
and extremely low compressibility, and is an excellent foundation
subsoil.
Contained within the upper portion of the fine to coarse
sand at test hole 2 only, are some relatively thin layers,of silty
clay similar to the•material.described above.
GROUND WATER -CONDITIONS
Free ground water was observed in both borings, at ficial
measured depths of 20.5' to 18.3',below'ground surface, correspond
to elevations of 821.6' to 823.51. We firmly believe that there
has been a lowering of the ground water table in this general area
because of the recent drought conditions, and that the ground water
level was formerly several feet higher than it is at present..
There is a general ground water table gradient through
this area, from Moore Lake and Sullivan Lake to the east of the
property, down toward the Mississippi River to the west. The two.
lakes have average water elevations in the order of'870" to 8781.
The average Mississippi River water elevation at this point is
798' to 8001. The ground water elevation measured at the house
location is intermediate -between -the lake and river levels, and
would appear to be consistent with expected conditions in the
area.
SUBTERRANEAN
ENGINEERING INC:
n MINNEAPOLIS, MINN.
i
STRUCTURAL INFORMATION
The house at this site is approximately 21 years old.
It is one-story wood -frame structure with full basement.- The house
measured 2612-' x 40' in plan area. We were informed that settlement
was first noted approximately 2 to 3 years ago. This settlement
is concentrated in the south-east.corner of the building. Some
jacking up and shoring of this corner of the house have already bee
done by the Owner. The basement floor slab is cracked and slightl
tilted at this location as well.
We have estimated that the tat magnitude of the
settlement to date is in the order of�' In conjunction with
the downward movement, there has also been a buckling and lateral
movement of the wall. The wall at the south -'east corner is now as
much as 2" out of plumb, the top of the'wall having displaced
outward with respect to the base .of the wall.
A very minor amount of cracking was noted in a short
section of interior concrete block partition wall joined to the
west wall of the house.
There is a small tree south of the south-east corner of
the house, but no tree roots were encountered in our soil boring,
and we.do'not believe that this tree.is,large enough or close
enough to the house to have been an influTncing factor.
SUBTERRANEAN
ENGINEERING INC.
MINNEAPOLIS. MINN
8
I ANALYSIS AND RECOMMENDATIONS
It is difficult to assess the exact cause of the distress
which has occurred in this house. However, based on the evidence
presently available, we believe -that it is due to a combination
of the ground water lowering which has occurred naturally, and the
facts that the sand under the southeast corner is somewhat looser
than under the northwest corner, and the somewhat greater thickness
of clay under the southeast corner.
We are of the opinion that the major -portion of the
settlement -due to causes such as those described above has already
occurred and that any future settlements due to these causes would
be much smaller in magnitude and*at a much slower rate.
We have been unable to detect any external reasons for
the settlement.
Some remedial measures are in order. However, before
these are instituted, we strongly suggest that accurate measurement
be taken in .the southeast corner to see if the settlement is
progressing, and at what rate. This could be done by installing
plaster of Paris tellers across the cracks in the foundation
walls,:and.by accurately.measuring the.widths.of the cracks to the
nearest 1/32" or 1/64". This monitoring should continue for a
period' of ate least 3 to 4 months. If the settlement is found •to•
SUBTERRANEAN
ENGINEERING INC.
n MINNEAPOLIS. MINN.
9
be actively progressing at a rate of 1/32" per month or more;.
then we should be consulted further, before any major repairs are
done.
The eventual repairs which are required would be .done
as follows.: The superstructure of the house should be adequately
shored up,' with the house loads being transmitted to large timber_
pads placed on the concrete floor, or on the outside.ground adjacen
to the building.
The defective portions of the basement walls should then
be broken out and removed. The broken segment of floor slab
should be removed and the settled portions of footings should be
broken out and removed. In conjunction with this work -it will
probably be necessary'to dig away some of the soil from the outside
which is presently,adjacent to the basement walls.
Anew footing may then be installed in the southeast
corner, but this footing should have an area in contact with the
soil which is.at least twice as much as that of the present
footing. When the new footing is formed, but prior to casting of
the footing.concrete, the footing area should be thoroughly tamped
and compacted with a manually operated vibrating plate compactor
such as a "Jay -Tamper", "Turtle", or equivalent. The -new
footing segment may then be installed. I� should be reinforced
SUBTERRANEAN
ENGINEERING INC.'
MINNEAPOLIS. MINN
10
with 245 reinforcing steel rods continuous, and should be keyed
into the broken edges of the original footing.
The concrete block foundation walls in the affected area
may then be re-layed and replaced. In conjunction with this work,
the superstructure may be jacked up to bring it back to its origina
level condition. Such jacking operations should be done slowly,
and it is -cautioned that this may create a small amount of cracking
upstairs.. However we do not anticipate that this crack formation
would -.,be very extensive, and -it could be covered by normal home
.decorating procedures including spackling and re -painting.
The soil removed from against the basement walls may then
be replaced in a series of 11"thick layers, each of which is lightl
tamped.
The recommended procedure outlined above can be done
partly by the Owner. If'the work is done in the winter when
masonry workers normally have a slack period,.some economy may
result.
These measures are not absolutely positive in nature,
and some future settlement could -still result. However we firmly
believe that the magnitude of such future settlement would be
considerably less, and that the repairs outlined herein should
suffice for a reasonable period of time.
SUBTERRANEAN
�'�!'ENGINEERING INC..
- •
11
I
i
j We have considered the possibility of installing caissons
or deep foundations under the southeast corner of the house to .
totally arrest the settlement at that location. However, if the
I
ground water table continues to drop in the area it possible
that the west wall of the house could then start -to settle with
I
respect to the east wall, and new problems could be created.
SUBTERRANEAN ENGINEERING INC.
Mervyn M ndess
Registered Professional Engineer
• MM/lp
Distribution: 3cc. Mr. $ Mrs. Edwin Watkins
lcc. City of Fridley, Building Inspeciion•Dept.
Attn: Mr. Ron Holden
lcc. File
SUBTERRANEAN
ENGINEERING INC.
n MINNEAPOLIS. MINN.
L44
BENCH MARk
TOP OFHYDRANT ,p W. IV. W
COR. PANORAMA AVE.
CLEAR VIEW AVE
DATUM
PANORAMA AVE
scale
#136
a
E
job no.
FLIFY 841.8"
5-7698
date
drawn
14L—
checked
SOIL INVESTIGATION
SUBTERRANEAN
sheet
HOUSE SETTLL8MENT
ENGINEERING INC.
INVESTIGATION
CQTf%1 r-'V tAT&1h1CCf%mrA
dNS
MINNEAPOLIS,
MINN.
49
client.- MIR. ? M R 5. E, WA 77 /
X
CONSULTING SOIL
ENGINEERS
K7
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GENERAL N®T S
DESCRIPTIVE TERMINOLOGY
DENSITY
CONSISTENCY
APPROX UNCONFINED
TERM N VALUE
TERM N VALUE COMPRESSION STRENGTH
Very Loose 0-4
Soft 0-4 0 — 1200 psf
Loose 5-10
Stiff 5-8 1200 — 2000 psf
Medium Dense 11-30
Tough 9-15 2000 — 4000 psf
Dense 31-50
Very Tough 16-30. 4000 — 8000 psf
Very Dense Over 50
Hard Over 30 Over — 8000 psf
RELATIVE PROPORTIONS MATERIAL CLASSIFICATION
TERM RANGE TERM SIZE
Trace 0 — 50/0 Boulder Over 8 inches
A Little 6 - 150/o Cobble 8 — 4 inches
Some 16-300/o Med Course Gravel 4-3/8 inches
With 31- 500/o Fine Gravel 3/8 in -NO 10 sieve
Sand NO 10 sieve - NO 200 sieve
Silt and Clay Finer than 200 sieve
MOISTURE DESCRIPTION DEGREE OF SATURATION %
Dry 0
Humid 1-25
Damp 25-50
Moist 50-75
Wet 75- 99
Saturated 100
WATER LEVEL
SYMBOL -�
Water levels shown on the boring logs are the levels measured in the borings at. the time
and under the conditions indicated. In sand, the indicated levels can be considered
reliable ground water levels. In clay soil, it is not possible to determine the ground
water level within the normal scope of a test boring investigation, except where lenses
or layers of more pervious waterbearing soil are present and then a long period of time
may be necessary to reach equilibrium. Therefore, the position of the water level symbol
for cohesive or mixed texture soils may not indicate the true level of the ground water
table. The available water level information is given at the bottom of the log sheet.
SUBTERRANEAN ENGINEERING INC.
CATION 01= SOILS FOR ENGINEERING PU
ASTM Designation: D 2487 — 66 T ARID D 2488 — 66 T
Unified Soil Classification Svstem
IMajor divisions I symbols I Typical names I Laboratory classification criteria I
I
rz
c
tq �
cr
Inorganic sots ane very Tone
sands, rock flour, silty or clay -
ML ey, fine sands or clayey silts
6C
with slight plasticity
Inorganic clays of low to me -
CL dium plasticity, gravelly clays, 5C
sandy clays, silty clays, lean
clays
OL
MH
CH
a
OH
Organic silts and organic silty 4C
clays of low plasticity I
zt 3C
Inorganic silts, micaceous or 2
diatomaceous fine sandy or
silty soils, elastic silts d
2C
Inorganic clays of high plas-
ticity, fat clays
Organic clays of medium to
high plasticity, organic silts
Peat and other highly organic
soils
10
7
4
0 10 20 30 40 60 60 70 110 110 100
Liquid Limit
Plasticity Chart
For classification of fine-grained
GWm
Well -graded gravels, gravel -sand
o
D60 (D30)2
Cu= greater than 4; Cc= between 1 and 3
-0
grained soils.
mixtures, little or no fines
c
DI0 DI0X060
11
M�0 `
hatched area are borderline dml-
CH
fications requiring use of dual
symbols.
Gp
Poorly graded gravels, gravel-
$ •?
Not meeting all gradation requirements for GW
y
.I
'
sand mixtures, little or no fines
Cr
y
y
N L
N
0,�Z
-a Cc
(n ch
d
"A"
OH and
-a r
GM
Silty gravels, gravel-sand-siltN
mixtures
y
Atterberg limits below
line or P.I , less than 4
w
..
u
LM
Z 00
M L a
Above "A" line with P.I.
o
between 4 and 7 are bor
N� 9 2
marline cam requiring use
Z
GC
Clayey gravels, gravel -sand -clay
a s
�-�
Atterberg limits above "A"
of dual symbols
r4
mixtures
"
line with P.I. greater than 7
o
N
SW
Well -graded sands, gravelly
sands, little or no fines
d ®
,
060 (D30)2
Cu= —greater greater than 6; CcaDIOXD60 between 1 and 3
gg
m
2:v
A>r
SP
Poorly graded sands, gravelly
sands, little or no fines
of o :
Not meeting all gradation requirements for SW
'6O�i'=«m
J
M ;
:
s`t
c c
Atterberg limits below "A"
i
SM
Silty sands, sand -silt mixtures
8 N
1.0•-
line or P.I. less than 4
Limits plotting in hatched
c �
o . _ �j
zone with P.I. between 4
off
;; w
and 7 are borderline cases
2 .12y
' w
o
Clayey sands, sand -clay mix -ID
E'RIwom o
�,
Atterberg limits above "A"
requiring use of dual sym-
bols.
SC
tures
Le
19 .� `n I
line with P.I. greater than 7
Q
I
rz
c
tq �
cr
Inorganic sots ane very Tone
sands, rock flour, silty or clay -
ML ey, fine sands or clayey silts
6C
with slight plasticity
Inorganic clays of low to me -
CL dium plasticity, gravelly clays, 5C
sandy clays, silty clays, lean
clays
OL
MH
CH
a
OH
Organic silts and organic silty 4C
clays of low plasticity I
zt 3C
Inorganic silts, micaceous or 2
diatomaceous fine sandy or
silty soils, elastic silts d
2C
Inorganic clays of high plas-
ticity, fat clays
Organic clays of medium to
high plasticity, organic silts
Peat and other highly organic
soils
10
7
4
0 10 20 30 40 60 60 70 110 110 100
Liquid Limit
Plasticity Chart
For classification of fine-grained
soils and fine fraction of coarse-
grained soils.
Atterberg Limits plotting in
hatched area are borderline dml-
CH
fications requiring use of dual
symbols.
Equation of A-line:
PI -0.73 (LL - 20)
re
.P
OH and
MH
CL
_
........
LM
��
M L a
d 0 L
SUBJECT
NO.
City of Fridley
r.1
4126
AT THE TOP OF THE TWINS
BUILDING PERMIT
S
RECEIPT NO.
L ...... 0. COMMUNITY DEVELOPMENT DIV.
INSPECTION
r PROTECTIVE SEC.
CITY HALL FRIDLEY 55432
NUMBER
REV.
DATE
PAGE OF
APP
612-560-3450
910-F15
6/2/77
JOB ADDRESS 136 Panorama Avenue N.E.
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION
SEE ATTACHED
DESCR.
4
2
Carlson's Summit Manor South
SHEET
2 PROPERTYOWNER MAIL ADDRESS ZIP
PHONE
Edwin E. Watkins 136 Panorama Avenue N.E.
3 CONTRACTOR MAIL ADDRESS ZIP
PHONE LICENSE NO.
Same
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP
PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS ZIP
PHONE LICENSE NO.
6 USE OF BUILDING
Residential
7 CLASS OF WORK
❑ NEW ❑ ADDITION ❑ ALTERATION EJ REPAIR
❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Repair existing f==K1d= foundation
9 CHANGEOFUSEFROM TO
STIPULATIONS
Call for footing inspection prior to placing concrete. Proceed with
repairs as per Subteranean Engineering Inc. job #5-7698 report recommendations.
WAR10116
Wore digging caH Iecai ublities
S�QtATE PERMITS REQUIRED FOR WIFO +1G, TELEPHONE - ELECTRIC - GAS Etc.
HEATING, PLUMBING AND SIGNS. REQUIRED BY LAW
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SQ. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
I
ISTALLS
GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED.
$2,000
$x-`00
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SACCHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
$12.00
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
PLAN CHECK FEE
TOTALFEE
$13.00
SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE)
W N PR PERLY VALIDATED THIS IS YOUR PERMIT
} � ^y
1 ` A�CAS� lit✓/ �/ f / Y L�✓-
BLDG INSP
Z
4
DATE
SIGNATURE OF OWNER IIF OWNER BUILDER) ATE)
CITY OF FRIDLEY
APPLICATION FOR RESIDENTIAL BUILDING PERMITS
(NEW, ALTERATIONS, ADDITIONS, OR REPAIRS)
OWNER: 44"- ('�' %j��`��J BUILDER:
Address: 136 Address:
Tel. No.:
No.: /3,6 Street: P 7�
LOT: BLOCK: ADDITION:
CORNER LOT: INSIDE LOT: t-� SETBACK: SIDEYARDS:
Applicant attach to this form Two Certificates of Survey of Lot and proposed
building location drawn on these Certificates.
DESCRIPTION OF BUILDING
To Be Used As:
Front: Depth:
Square Feet: Cubic Feet:
Front:
Square Feet:
Height:
Depth: Height:
Cubic Feet:
Type of Construction: Estimated Cost: $ Z
To Be Completed:���-� Alt. A Alt. B
Proposed Driveway Width If New Opening Is Desired $ $
(SEE REVERSE SIDE OF SHEET)
The undersigned hereby makes application for a permit for the work herein
specified, agreeing to do all work in strict accordance with the City of
Fridley Ordinances and rulings of the Department of Buildings, and hereby
declares that all the facts and representations stated in this application
are true and correct. See reverse side for additional information.
DATE: ���� _ � i;? % SIGNATURE:
Stipulations: 14
M4
SUBJECT
PE N
City of Fridley
16990
AT THE TOP OF THE TWINS
P,
BUILDINGr PERMIT
REC
1. • ____ COMMUNITY DEVELOPMENT DIV.
INSPECTION SEC.
r � � PROTECTIVE
-'1 CITY HALL FRIDLEY 55432
NUMBER
REV.
DATE
PA GE OF
APPROVED BY
612-571-3450
910-F15
4/25/83
JOB ADDRESS 136 Panorama Avenue N.E.
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION SEE ATTACHED
DESCR.
4.
2
1 Carl son's Summit Manor South SHEET
2 PROPERTY OWNER MAIL ADDRESSIP PH
Mr. & Mrs. Edwin Watkins 136 Panorama Avenue N.EZ �Nf2-8255
3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO.
same
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO.
5 ENGINEER MAILADDRESS ZIP PHONE LICENSE NO.
6 USE OF BUILDING
garage
7 CLASS OF WORK
❑ NEW *1 ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOV ❑ REMOVE
8 DESCRIBE WORK
ft. x 20 ft. garage addition
9 CHANGE OF USE FROM TO
STIPULATIONS
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
frame
VENTILATING OR AIR CONDITIONING.
wood
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SO. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
1,281.60
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
•64
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
22.00
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
PLAN CHECK FEE
TOTAL FEE
22.64
GNAT R AC RAUT RIZEDAGE T (DATE)
«
WHEN PROP RLY D EDT IS YOUR VVMIY a
.w
SIGNATURE OF OWNER IIF OWNER 8 D RI (DATE)
BLDG INSP DATE
M4
CITY OF FRIDLEY Effective Aug. 1, 1981
APPLICATM FOR RESIDENTIAL BUILDING PER14ITS
(New, Alterations, Additions, or Repairs)
OWNER:
ADDRESS: , 36 tol?„R,��flf
TEL NO: -�r;;>.2 —
ADDRESS:
TEL NO:
Construction Location
STRMT NO: (D STREET:
T
IAT: BLOCK: - ADDITION:
Corner Lot: Inside Lot: Setback.:
r
Sideyards:
Applicant attach to this form two Certificates of Survey of lot and
proposed building location drawn on certificates to scale.
DESCRIPTI0N OF CONSTRUCTION
Front: 0A Depth: K* Height: 1�
Square. Feet: Cubic Feet:
Front:
Depth: Height:
Square -Feet: Cubic Feet:o
Type of Construction: Estimated Cos .
Be Cbrapleted:
Alt. A Alt. B
Proposed Driveway Width If New Opening Is Desired: $ $
SEE REVERSE SIDE OF SHEET .
The undersigned hereby makes application for a permit for the work herein specified,
agreeing to do,all work in strict accordance with the City of Fridley Ordinances and
rulings of the Department of Buildings, and hereby declares that all the facts and
representations stated in this application are true and correct.
DATE: --/' SIGNATURE :
Stipulations: /yamI-C�
7
/2�, AvE
MEAD M: Jock Robertson, Community Development Administrator
I -EM FSM: Darrel Clark, Chief Building Official
NAND DATE: August 4, 1988
RB:;A IW,: Foundation Problems in Carlson's Summit Manor North Addn.
Please be advised that since July 21, 1988, I have received calls from six
homeowners who own homes in the vacinity of the 5300 block of Horizon Drive,
requesting that I inspect their house foundations because of apparent
differencial settlements. Prior to these calls we had inspected 5 other
foundations during 1987 and 1976 that were in this general area.
There appears to be a pattern of things that probably have caused these
settlements to occur or are present at each location:
1. They have all occured during long dry spells (1976, 1987 & 1988) .
2. All have had mature trees growing in the general vacinity of the failure.
3. Yard and street settlement has also occured in front of those homes that had
mature trees in the front yard near the failure.
4. All those that have had soil tests done have had a layer of moisture
receptive or active soil at or below the footing elevation.
5. All homeowners bave been advised to contact a soils engineer to test and
report their findings and to suggest the method of correction.
6. All of the homes were built in the mid 1950's.
The cost of repair will depend upon the extent of the failures. We estimate the
cost of such repair to range between a minimum of $500.00 to a maximum of
$20,000.00 or possibly higher. One home repaired in June, 1987 paid an
estimated $3,000.00 to a contractor to replace the back wall (32 feet) of their
basement. That repair consisted of the following: temporarily supporting the
structure on post and timbers; removing the back foundation wall and footing;
digging down through approximately six feet of clay or silt to granular gravel
at three locations (each hole was about 41x 21) ; pouring each hole full of
concrete; pouring a reinforced concrete grade beam over the top of the new pads
to form a new footing; laying up a new block wall; and setting the house back
down.
A canposit map is being maintained that shows the reported dates and addresses
of all reported problems.
If anyone wants more information on this subject, please contact cur department
and we will be happy to review our files. We do have individual records on each
reported problem.
Its possible that there could be more failures that have not been called in for
our review.
DGC/mh
ATTACH: Map
CC: Mr. John Flora, Public Works Director
Z. 15S}, ILL -1'8
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21
SUBJECT
R MIT
Cityof Fridley
�N70.-
AT THE TOP OF THE TWINS
BUILDING PERMIT
`
RECEIPT NO.
COMMUNITY DEVELOPMENT DIV.
PROTECTIVE INSPECTION SEC.
I
r
i /1 CITY HALL FRIDLEY 55432
NUMBER
REY
DATE
PAGE OF
APPROVED By
�"" If ,�� 612-571-3450
910415
JOB ADDRESS 136 Panorama Avenue NE
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION SEE ATTACHED
DESCR.
4
2
SHEET
S.M south
2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE
Edwin Watkins 136 Panorama Avenue NE Fridley55432 572-8255
3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO.
Same
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO.
8 USE OF BUILDING
Residential
7 CLASS OF WORK ❑ NEW ❑ ADDITION Cf ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Install Bay window and a bedroom window.
9 CHANGE OF USE FROM TO
STIPULATIONS
Bedroom window must meet state egress requirements.
6EPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCYLOAD
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SO. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
STALLS GARAGES
VALUATION
SURTAX
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
$1r5Q0
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
.75
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
$35
Fire SC ^ $1.50
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
PLAN CHECK FEE
TOTALFEE
$37.50
SIGNATURE OF CONTRACTOR OR AU ORIZED AWT IDATEI
EN PR07Y I TED THIS IS YOUR PERMIT
�. BLD INSP' DATE
i ATURE OF OWNER IIFOWNER BUILDERI IDATEI
21
NEW [ ]
ADDN [ ]
ALTER [ ]
Construction Address:
CITY OF FRIDLEY
SINGLE FAMILY AND DUPLEXES R-1 AND R-2
Building Permit Application
Effective 3/1/92
v
Legal Description: 6? -,12d :�?- blffd�o&Z
Owner Name '& Address: Tel. # 57,-- P-2-5--5—
Contractor:
a5S
Contractor: s&/ -F MN LICENSE #
Address: %5a z,,e) x�,Ade-. 6e Tel. # —
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IMPROVEMENT
LIVING AREA: Length
Width Height .
GARAGE AREA: Length
Width Height
DECK AREA: Length
Width Hgt/Ground
OTHER:
_
Comer Lot [ ] Inside Lot [ ]
Type of Construction:
Approx. Completion Date:
Ft. Yd Setback
Driveway Curb Cut Width Needed: Ft. + b Ft =
Sq. Ft.
Sq. Ft.
Sq. Ft.
Side Yard Setbacks
Estimated Cost: $ / �"o =v
(Cost on Back)
Ft x $ = $
DATE: 1,?,9 Z APPLICANT: ��rir.� �` Tel.
CITY USE ONLY
Permit Fee
$
00
Fee Schedule on Reverse Side
Fire Surcharge
$
.001 of Permit Valuation (1/10th%)
State Surcharge
$
- `Is
$.50/$1,000 Valuation
SAC Charge
$
$700 per SAC Unit
License Surcharge
$
$5.00 (State Licensed Residential Contractors)
Driveway Escrow
$
Alt. "A" or Alt. "B" Above
Park Fee
$
Fee Determined by Engineering
Sewer Main Charge .
$
Agreement Necessary [ ] Not Necessary [ ]
TOTAL
STIPULATIONS:
$ 39,?s
®r
SUBJECT
City of Fridley
6 6rAT
THE TOP OF THE TWINS
BUILDING PERMIT(r6
-RECIPT NO.
� • COMMUNITY DEVELOPMENT DIV.
PROTECTIVE INSPECTION SEC.
r � �
1 i
NUMBER
REV
DATE
PAGE OF
APPROVED BY
`
CITY HALL FRIDLEY 55432
612-571-3450
910-F15
7-13-98
10B ADDRESS 136 Panorama Ave NE
1 LEGAL
LOQ O.
BLOCK
TRACTORADDITION Carlson's Summit Manor SEE ATTACHED
DESCR.
South Addition SHEET
2 PROPERTY OWNER MAIL ADDRESSZIP PHONE
Edwin Watkins 136 anorama, Fridley 554va/ 572-8255
3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO
Same
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO.
8 USE OF BUILDING
Residential
7 CLASS OF WORK
❑ NEW ❑ ADDITION ❑ ALTERATION N REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Re-roof house & garage (23 Sq) - tear-off
9 CHANGEOFUSEFROM TO
STIPULATIONS
Underlayment must comply with State Building Code.
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING. HEATING,
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SO. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
1
STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
$1,918
$ 96
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
$
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
PLAN CHECK FEE
TOTAL FEE
$65.13
IGNATURE OF CONTRACTOR OR A ORIZED ENT IDATEI
P PERLIDAT HIS IS YOUR PERMIT
OLO NSP BATE
SIGNATURE OF OW NEROF OWNER BUILDERI(DATE
®r
NEW [ ] Effective 1/1/98
ADDN [ ] CITY OF FRIDLEY
ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 (p
BUILDING PERMIT APPLICATION
ConstructionAddress: 13L
Ctxu
Legal Description: r2 l �U,L'(S i7�ih s i �ii� �c� ✓�
�Tx
Owner Name & Address: -%� el. # �•-- _;-'S`"
Contractor:
°`-- �"-- MN LICENSE #
Address:. Tel. #
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
LIVING AREA:
GARAGE AREA:
DECK AREA:
OTHER:
DESCRIPTION OF IMPROVEMENT
Length Width Height Sq. Ft.
Length Wid Height Sq. Ft.
Wi4th Hgt/Ground
Sq. Ft.
Construction Type: ��%/' Estimated Cost:
(Fee Schedule on Back)
Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $
DATE: 3 ° tAPPLICANT: Z6 Tel. #
CITY USE ONLY
Permit Fee $ �� - Fee Schedule on Reverse Side
Fire Surcharge $- .001 of Permit Valuation (1/10th%)
State Surcharge $ $.50/$1,000 Valuation
7
SAC Charge $ $1000 per SAC Unit
License Surcharge $ $5.00 (State Licensed Residential Contractors)
Driveway Escrow $ Alt. "A" or Alt. "B" Above
Erosion Control $ $450.00 Conservation Plan Review
Park Fee $ Fee Determined by Engineering
Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ]
TOTAL $ ("'% ° 13
STIPULATIONS:
J
2
SUBJECT
P
City of Fridley
2 73;3
AT THE TOP OF THE TWINS
BUILDING
PERMIT
1 `
RECEIPT NO.
COMMUNITY DEVELOPMENT DIV.
I v PROTECTIVE INSPECTION SEC.
r ��
S
r
-3
NUMBER
REV
DATE
PAGE OF
APPROVED BY
1 CITY HALL FRIDLEY 55432
612-571-3450
910-Ft5
8/21/98
JOB ADDRESS
136 Panorama Avenue NE
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION Carlson' s Summit Manor South SEE ATTACHED
DESCR.
4
2
SHEET
2 PROPERTY OWNER MAIL ADDRESS
55+°21 PHONE
Edwin E. Watkins
Ila 572—R259
3 CONTRACTOR MAIL ADDRESS
ZIP PHONE LICENSE NO
Owner
4 ARCHITECT OR DESIGNER MAIL ADDRESS
ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS
ZIP PHONE LICENSE NO.
6 USE OF BUILDING
Residential
7 CLASS OF WORK
❑ NEW ❑ ADDITION ❑ ALTERATION Qx REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Replace windows
9 CHANGE OF USE FROM TO
STIPULATIONS
Install smoke detectors to meet the State Building Code
- in a each sleeping
room and on each level of house.
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SO. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
@
$1800
$.90
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
$56.75
Fire SC 1.80
PLAN CHECK FEE
TOTAL FEE
5 .45
SnATUREOF CONT S. CTjNjORAU oRIZE ENT ATE)
N ROP
ALIDATED IS IS V R PERMIT
/�
BL INSp
f)A E
SIGNATURE OF OWNER IIF OWNER BUILDER) IDATEI
2
NEW [
ADDN [ ]
ALTER [ ]
ConstructionAddress:
Legal Description: _
Owner Name & Addr
Contractor:
Address:
CITY OF FRIDLEY
SINGLE FAMILY AND DUPLEXES R-1 AND R-2
BUILDING PERMIT APPLICATION
36
Effective 1/1/98
1?
^` Tel. #,6-7a49S ,S—
MN LICENSE #
Tel. #
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IMPROVEMENT
LIVING AREA: Length Width Height Sq. Ft.
GARAGE AREA: Length Width Height Sq. Ft.
DECK AREA: Length Width Hgt/Ground Sq. Ft.
OTHER:
Construction Type: Estimated Cost: $ %66O
(Fee Schedule on Back)
Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $
DATE: o? APPLICANT: Tel.
CITY USE ONLY
Permit Fee
$
S �- %S�
Fee Schedule on Reverse Side
Fire Surcharge
$ d
.001 of Permit Valuation (1/10th%)
State Surcharge
$
620
$.50/$1,000 Valuation
SAC Charge
$
$1000 per SAC Unit
License Surcharge
$
$5.00 (State Licensed Residential Contractors)
Driveway Escrow
$
Alt. "A" or Alt. "B" Above
Erosion Control
$
$450.00 Conservation Plan Review
Park Fee
$
Fee Determined by Engineering
Sewer Main Charge
$
Agreement Necessary [ ] Not Necessary [ ]
TOTAL
$�
7
STIPULATIONS: