PRE 2010 DOCS'
SUBJECT
PERMIT N-O.
City of Fridley
, y 13693
AT THE TOP OF THE TWINS
BUILDING PERMIT
RECEI -
e COMMUNITY DEVELOPMENT DIV.o�is®
r i PROTECTIVE INSPECTION SEC.
' 1 CITY HALL FRIDLEY 55432
" `.J
NUMBER
REV.
DATE
PAGE OF
APPROVED BY
`----A 612-560-3450
910-F15
8/10/76
JOB ADDRESS 5502 West Danube Road N.E.
1 LEGAL
LOT NO.
BLOCK
TRACTOR ADDITION SEE ATTACHED
DESCR.
8
3
Innsbruck North 2nd Addition SHEET
2 PROPERTY OWNER MAILADDRESS ZIP PHONE
Eugene Klumb
3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO.
Kise Construction Corp. 4141 Reiland Lane, Shoreview, Mn. 484-2090
4 ARCHITECT OR DESIGNER MAIL ADDRESS 551T2 PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO.
6 USE OF BUILDING
Residential
7 CLASS OF WORK
NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Construct a 48' x 26' Dwelling and a 22' x 26' Garage Refore diagging"`'
SEPERATE PERMITS REQUIRED FOR WIRiNGS TELEPHONE - ELECTRIC - GAS Etc.
9 ;RPLUMBING AND SIGNS, TO REQUIRED
STIPULATIONS tProvide a hard surface driveway. Provide a verifying survey before
capping. Provide sod in the front and side yards. Provide City with copy of
truss design. Cover any interior styrofoam insulation with sheetrock.
SEWER LOCATION: Wye 27' South of Manhole. WYE ELEV: 956.59
TOP OF FOOTING: 9Ca0,,09 Minimum
INV. ELEVATION OF MANHOLE 955.35
WATER LOCATION: 4.5' South. of Sewer —IIVIpORTgNT—
NOTIFY THE FRIDLEY
DIVISION REGARDING CURB
fliff CITY OF FMDLEY
DOES NOT GUAhANTE 7 -I REMOVAL AND REPLACEMENT
ACCURACY OF UTILITY
LOCATIONS AND ELNTENGR.
THIS DATA IS FOR INFORMATION
AlAlDRIVEWAY OPENIN®$,PERSONS
PPURPOSES ONLY AIS®
USING SH®ULD
yERiFy THE INFpIATI®N
ON THE SITE
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
VENTILATING OR AIR CONDITIONING.
Wood Frame
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
R-1
1248 + 572
20,384 +4,576
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
1
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,
$18.18
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
$36,360
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-
$99. 84
$350.00
STRUCTION ORT PERFOR NCE OF CONSTRUCTION.
PLAN CHECK FEE
TOTALFEE
$24.96
$492.98
SI ATUREOFCO RACTORO THORIZEDAGENT ATE)
WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT
SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE)
BLDG. INSP DATE 4
CITY OF FRIDLEY
APPLICATION FOR RESIDENTIAL ALTERATION,
ADDITION, OR REPAIR BUILDING PERMIT
l�+l�?. N►Rs, Lteo4eme�GaA1B
OWNER'S NAME: --•• _-r»._ _ . _ BUILDER: tSL Cf®w�sTA4Tio.+�t �o�
ADDRESS: ADDRESS: 414Q ffAEaAA.Id o4&0.
f
NO :. 6"_TV .2, STREET: W W 57— MsA/VuB.� RD
LOT: +S BLOCK:
CORNER LOT:
,3
I
ADDITION: &" ir-A&At-r_ = 2 -AM.4,w.
INSIDE LOT:_X—_SETBACK: 40 SIDEYARD: X3
Applicant attach to this form Two Certificates of Survey of Lot and proposed
building location drawn on these Certificates.
9
DESCRIPTION OF BUILDINGq
- C.
To Be ?Jsed As:
SltvG�.� t i "-4
p&M, )e A6pMj Front: Depth: ,,,,rp Height:
Square Feet: /2qt�� Cubic Feet: '' A b ®J
Front*: Depth : 0 Height: es
F
Square Feet; Cubic Feet:
s
Type of Construction: Estimated Cost:
IL
To Be Completed: Mad, 40- /976 qF 3 ra,
The undersigned hereby makes application for a permit for the work herein
specified, agreeing to do all work in st-kict 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.
/�,i5� C�®NSi"�p�esTlON �oeQ'f;
DATE: A viz. .� ��_ SIGNATURE:
Additional47
(See Reverse Side r
pa
I
Information.)
sp'look .t0iW 0V 5
a a64
ehiner
a
i
'T
EXTERIOR ENVELOPE AVERAGE "U11 COMPUTATION
OWNER �®�✓ �is� � �a�
SITE ADDRESS rr0j 2AA1 d 1a C��► r -
CONTRACTOR DATE 7/,99/';PZ- PHONEIF
--
Determine working square footage of each.
1. Total exposed wall area ...... 174-6,r sq. ft. x oz =
1-35-313
2. Total roof/cei 1 i ag area • - • • , . / z 41 � o _ sq • ft • x �_„_ _
Total exposed wall area above floor = / 7 3
a. Tonal wall tliadOM area .................
..........,;,,,j o
b. Total door area ••.•••.•••••••......••••••••••••• �a••'� ';.,
c. Total sliding glass door area ...................
d• Total fireplace wall area..........
e. Total wall frawing area (average 10x) ...:.......: s7 • L,'
f. Total ant wal l arta above floor ..................
g Total rim Joist area
1?"F %bTAt,• ��'¢L�fR�+ A.�'�`'7�Bb+Q G'6DPr iq«qy ���4�eo•J ._,.. �
Total exposed foundation area = o
h. Total foundation window area .....................
1. Teal ant foundation area above grade ............ �
Oeterwtne "U" value of each wall segment. 11
a
p X j jA" • ! V® 1� 91111 ♦ I ♦ r
V �
b. -G X "UH AP ,�
mob„ �s C. ® X nU"J
11
® V 1111
d• A U
f. X hull
g. 14r,® X 1111 ,04&9
F-
�. 13`!. 9 X 1111 t-'�o .7f l d • 49
8 :>c 5
3•...................................:Total
If item N3 is the same as, or less than item #1, you have met the int
ent
of SBC 6006(c)2.
X
Total exposed roof/ceiling area
J. Total skylight area.. --
k. Total roof/ceiling frasing area.(average*10%)...
1. Total net insulated roof/ceiling area......... 3 ii mss. z
..
Determine "U" value for each roof/ceiling segment.
A V "11Y11k.
S Y n `,
4..................................Total =,
If total of /4 is the same as, or less than #2, you have met the intent of
SBC 6006(01.
Alternate Building Envelope Design
To utilize the total envelope system method, the values established by the
sus of itss.d3 and 64 shall not be greater than the sum of items fl and i2.
1. + 2.
3. + 4.
so
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3s
so�
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ol
SUBJECT
PERMIT_-_ .
city of Fridley
30945
AT THE TOP OF THE TWINS
BUILDING
PERMIT
' ,
R
`y _ COMMUNITY DEVELOPMENT DIV.
PROTECTIVE INSPECTION SEC.
I
r
1 = �
CITY HALL FRIDLEY 55432
NUMBER
REV
DATE
PAGE OF
APPROVED BY
612-571-3450
910-F15
5/16/00
JOB ADDRESS 5502 West Danube Road NE
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION
SEE ATTACHED
DESCR.
8
3
Innsbruck North 2nd Addition SHEET
2 PROPERTY OWNER MAIL ADDRESS
ZIP PHONE
Steve Mackenthun 5502 West Danube
Road NE
3 CONTRACTOR MAIL ADDRESS
ZIP PHONE LICENSE NO
MOnti's Building & Remodeling 1000 113
Ave NE, Blaine, MN 55434 751-7637
4 ARCHITECT OR DESIGNER MAIL ADDRESS
ZIP PHONE LICENSE NO
8825
5 ENGINEER MAIL ADDRESS
ZIP PHONE LICENSE NO
6 USE OF BUILDING
Residential
7 CLASS OF WORK
❑ NEW ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE O REMOVE
8 DESCRIBE WORK
Remove existing 14' x 20' Deck; Contract
a 14' x 20' Deck
9 CHANGE OF USE FROM
TO
STIPULATIONS
See notations on plan. Permit issued subject to owner's signing and returning
a "hold harmless agreement" for the deck
stairs being located in a wetland
easement.
. .. . ,,
Before digging call for
all utility locations
45-0002
REOPWIRED BY LAVA
SEPARATE PERMITS ARE REOUIREO FOR ELECTRICAL, PLUMBING, HEATING.
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
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
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
$2 632
$1.32
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-
83.25
Fire SC $2.63
TRU TION OR THE PERFORMANCE OF CONSTRUCTION
��
PLAN CHECK FEE
TOTAL EE
Licens $5.00
192.20
j
SIGNATU E OF CONTRACTOR OR AUTHORIZED AGENT IDATEI
EN ROPE LIDAT D $ IS YRPZT
BLDG NSF' gAtE
S-GNATURE OF OWNER,IF OWNER BUILDER, IDATEI p
NEW [ ] Effective 1/1/2000
ADDN [ ] CITY OF FRIDLEY (763) 572-3604 Blt g Insp
ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 V�
BUILDING PERMIT APPLICATION
Construction Address: un D aNti-' 0
Legal Description:
Owner Name & Address: Si -P-1) e- -- e J k Tel. #
Contractor: ' a '-5 Lc� c� . MN LICENSE # �S
Address: Tel. # (Q I z -r 75/'7 6 3-7
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 14 Width Z® Hgt/Ground 9'f Sq. Ft 2'
OTHER:PQL4 G
Construction Type: C � ��`* Le �,Estimated Cost: $
Driveway Curb Cut Width Needed: Ft + 6 Ft = Ft x $ _ $
DATE: ^ I s� ®� APPLICANT: Tel. # �S / 7 6 37
CITY USE ONLY - Call (763) 672-36041 Permit Fees if mailing in application
Permit Fee $ o Fee Schedule on Reverse Side
Fire Surcharge $ e .001 of Permit Valuation (1/10th%)
State Surcharge $ $.50/$1,000 Valuation
SAC Charge $_$1 100 per SAC Unit
License Surcharge $ 1, $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 $
STIPULATIONS:
f I't" .3q
m 3
XL
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3 Q'
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C
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n oui fou suos do ard9 Avwvol�sn -- -----
'p I h �e�- ----- -
iuiaeds sod whiumew jt a 4e p90e14 Sae put sIsod 6uilp s940ued -
))VjSSNqWaVJ 3aOU 0(r+ 41M lug M/
S7W'ea2 )N3q jln-L 3p►
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ozzss:#06189
19948 0o1809wla woes 08 180d
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C4 sueld esetP Buk eseeld
ZWS LL6L
Design #-0 55220 4/7/2000
* * * Take this sheet to the Building Materials desk to purchase your materials.
You have selected a 14' x 20' dock 4' off the ground. Below is a section of the railing style and
Green Treated Framing Material
options you have selected for your dock.
Horizontal Decking
7/4" x 6" Cedar Deck Boards
36" Spindle Railing
2 x 2" x 36" Cedar Beaded Spindles Li Mjqj te4weeA
4 x 4" x 48" Cedar Railing Posts Pat t
2 x 6" Cedar Hand Rail
Poured Footine 4' deep
Stainless Steel Scllre's�
211 x 10" Joists
2" x 10" Beams
60 PSF deck load
Illustration Mal depict oetions not included
.(See above picture or Cho 1.1styl
311ing e with options.
j )
e.
Q) As
For Building Material's use only
Selection Code :16824004801050314060800040480402030301 .45
Today's cost for materials estimated in this d8si,
.In With Options $2012
*The base price may include: 0 PSF dock load, horizontal decking, 2xG green treated dec boards, green treated hieing material, no stairs,
W 2A railing, green treated railing Posts, and liqlvardzed bg. nails. *(BASE $1177.13
JrYi Iia r'a4� �ai'�•i' i�&}Lfr' ^k �,Y r •' _. _ : - `. 1 94l
69711 1410way Me. 65 KV
#iiia 53432.
f.
Areo' Code Old
M Enginsers & Surve rs
hv"i'+tti'"3
"41kortgage Loan Survey for
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�4 This is a true a" Iw►act representation of a saner of tin boundaries 0 the toad abaw dessr-OwdVadof tiaa.
t tosotion of all baildJ"% N ally, thereat' and all eisMe •wcroealww/wlsr M owyt #roar or " said (oat. This swap. Is ,
ti -,;,p WdO eah ill cawaaction with a wwrtgo" Icon new beiwr plated an Ow property and no liability 1s atA9aro'1 a g;
tasapt'"ta thr Amis, of, suck Mortgage or any otter interest acgwiwsd by tha rsasen of sash ww►teow&, WAS'
M Itlnsd t>sw1 st tlr w►AaYwts i h w. bee", fw tbo purpose of •asablisbiaq lot Iiwes 'o► bovelderr
st9rtMq: Balli' f��....+-coy of
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�EPTEMBE� �i°�2
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NGINEERING, INC,
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- �arvt�a�
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STATE. OF .MINNESOTA. Surve o- ' s- Bert i f icatom- �txk�s
c iJti ti T Y OF` ArliFi¢A'%c :Y%rniZ� A. D.
We hereby certify that the City Council of the
plat of INNSBRUCK NORTH 2h'D kDDITION at a requ
Checked and approved this 9 tk day of r/= ,-7c,
—=n!
Anoka Count,
NO DEUNQUENT TAXEa
,r.,) TRANSFER ENTERED'
_; � . �q-19.73
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STATE. OF .MINNESOTA. Surve o- ' s- Bert i f icatom- �txk�s
c iJti ti T Y OF` ArliFi¢A'%c :Y%rniZ� A. D.
We hereby certify that the City Council of the
plat of INNSBRUCK NORTH 2h'D kDDITION at a requ
Checked and approved this 9 tk day of r/= ,-7c,
—=n!
Anoka Count,
NO DEUNQUENT TAXEa
,r.,) TRANSFER ENTERED'
_; � . �q-19.73
Dmlines Ino ; ULM) and Droina t Eastmtnttitin 10 tt} in w1& a d pro (I wil 10 li BY
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land Planning " � 6879 Highway No. 63 N.1,
LandSurveying ,,� �� s • � Minneopolis,
Sails Testing. 6-Watiol9e,Oi'iil ', O, w . Min; sseas
Civil fagineering Telephone -6066
Municapof "invering Engine-ers Survey' rs Area Code 619 j
Mortgage Loan Survey
30
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Awke Coul#y
This is o true and 6orrect representatian of a survey of the boundaries of the land above described and of the
location of all building*, if any*_ thereon and all visible encroachments, if any, from or an said land. This ,survey is
myde only in connection with a mortgage loan now being plated on the property and no liability is assumed
esc'ept to the holder of. such mortgage or any other interest acquired by the reason of such mortgage. it is
understood and agr " m6ftumO 'W
fi ve been#naed for the purpose of establishing lot fines ' or boundary
corners. Dofsd tltia d dirt' of _„A.O: 19-.
Y1 / SUSUROAN INGIrNFIR-I G 0NC.
.�:.,:. .. ., 02n�s [l li/Td/ 6 E Afl7 ¢OS¢A?Q�?1ls Engin s B,c.�yors
bye`
r
AGREEMENT
This Agreement, dated this 16th day of May, 2000, by and between Steve and
Sandra Mackenthun, (hereinafter referred to as "the owners"), and the City of
Fridley (hereinafter referred to as. "the City").
WHEREAS, the owners own residential real estate in the City located at 5502
West Danube Road NE and is legally described as follows:
Lot 8, Block 3, Innsbruck North 2"d Addition, Anoka County, Minnesota
WHEREAS, said property contains a 40 foot Wetland Easement along the entire
rear yard; and
WHEREAS, a small portion of the easement has been utilized to accommodate a
portion of a deck and assorted stairway placed within the easement; and
WHEREAS, the City has agreed to allow the encroachment on the easement to
remain upon certain conditions.
NOW, THEREFORE, in consideration of allowing encroachment into said
easement, Steve and Sandra Mackenthun, their heirs, successors, and assigns
hereby covenant and agree as follows:
1. Steve and Sandra Mackenthun, their heirs, successors, and assigns shall
hold the City Harmless for any injuries or damages to property by reason of
their construction of a deck and stairway within the City's easement. In
addition, they shall be liable for any and all costs associated with removal of
all or any part of the deck and stairway in the event that the City, in its
discretion determines that it must use all or part of the easement and the
presence of the deck and stairway interferes with that use.
2. Steve and Sandra Mackenthun, their heirs, successors, and assigns shall
defend the City against any and all claims arising as a result of construction
within the drainage and utility easement. The City may defend and charge
the costs of such defense against Steve and Sandra Mackenthun, their heirs,
successors, and assigns, and assess such costs against the subject property
if adequate and timely defense is not commenced on the City's behalf.
3. Steve and Sandra Mackenthun, their heirs, successors, and assigns shall
agree to promptly pay any sums due under this agreement.
The City may pursue judgments to collect the amounts owing under this
agreement, and if said sums are not promptly paid, the City may assess the
costs against the subject property.
CITY OF FRIDLEY
By:
William W. Burns
Its City Manager
Steve Mackenthun
Sandra Mackenthun
STATE OF MINNESOTA)
)ss.
COUNTY OF ANOKA )
The foregoing instrument was acknowledged before me this
Of , 2000, by Steve and Sandra Mackenthun.
Notary Public
STATE OF MINNESOTA)
)ss.
COUNTY OF ANOKA )
day
The foregoing instrument was acknowledged before me this day
of , 2000, by William W. Burns, City Manager of the City of
Fridley.
Notary Public
SUBJECT
City of Fridley
AT THE TOP OF THE TWINS
BUILDING
PERMIT
r
� • ______ COMMUNITY DEVELOPMENT DIV.
-
r PROTECTIVE INSPECTION SEC
NUMBER
REV
DATE
PAGE OF
APPROVED BY
CITY HALL FRIDLEY 55432
612-571-3450
910415
8/7/95
JOB ADDRESS 5502 West Danube Road NE
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION
SEE ATTACHED
DESCR.
8
3
Innsbruck North 2nd Addition
SHEET
2 PROPERTY OWNER MAIL ADDRESS
ZIP
PHONE
Steve IUBKM MacKenthun 5502 West Danube Road`NE
574-1712
3 CONTRACTOR MAILADDRESS
ZIP
PHONE LICENSE NO.
Ron's Roofing & Remodeling 1567 Ferndale Ave NE, Fridley 55432 572-8093 20007275
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 1 REPAIR
❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Reroo£ House & Garage (17 Sq) Tear-off
9 CHANGE OF USE FROM TO
STIPULATIONS
Underlayment must comply with the 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 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
$1,360
.68
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISI NS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
STRU I N ORT ERFORMANCE OF CONSTRUCTION
$45.75
Fire SC $1.36
!
_45
PLAN CHECK FEE
TOTAL FEE
License SC $5.00
52.79
SIGNATURE OF CONTRACTOR kj AUTHORIZED AGENT (DATE)
WHEN PROPERLY LI DATED THIS IS Y& PERMIT
BLDG SP
ATE
SIGNATURE OF OWNER0F OWNER BUILDERI IDATEIr
NEW [ ] Effective 8/1/95
ADDN [ ] CITY OF FRIDLEY
ALTER [ ] SINGLE FAMILY AND DUPLEXES R -I AND R-2
Building Permit Application
Construction Address: D So
Legal Description: A—
7 Tel. # %L) -
Owner Name & Address: 5 ' `C' R moh
MN LICENSE #����%���
Contractor:��—
Address: Tel. # Z-� )-
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
LIVING AREA:
GARAGE AREA:
DECK AREA:
OTHER:
DESCRIPTION OF IMPROVEMENT
Length
Width
Height
Sq. Ft.
Length
Width
Height
Sq. Ft.
Length
Nyidth
Hgt/Ground _ _
Sq. Ft.
Comer Lot [ ] Inside Lot [ ] Ft. Yd Setback Side Yard Setbacks
Type of Construction :$ cr-S a( /-�v �s�^\) Estimated Cost: $
Approx. Completion Date: 3 ' A
(Cost on Back)
Driveway Curb Cut Width Needed: __yp+ + 6 F Ft x
DATE: �S APPLICANT: Tel, #
CITY USE ONLY
Permit Fee $ S `%S� Fee Schedule on Reverse Side
Fire Surcharge $ .001 of Permit Valuation (1/10th%)
State Surcharge $ $.50/$1,000 Valuation
SAC Charge $ $850 per SAC Unit
License Surcharge $ , L� C� $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 j ]
TOTAL $L
STIPULATIONS: ,
560-3450
'y of U
ANOKA COUNTY
6431 UNIVERSITY AVENUE NE November 1, 1976 FRIDLEY, MINNESOTA 55432
Kise Construction Corp.
4141 Reiland Lane
Shoreview, Mn. 55112
Re: Final Inspection at 5502 West Danube Road N.E.
Dear Sirs:
A final inspection was made on October 29, 1976 of 5502 West Danube Road
and rhe following items were noted that must be completed before the
construction can be finaled out;
1. Provide door closers on door from garage to house and furnace room.
2. Pick up building debris from lot.
3. Provide sod in the front and side yards.
We will expect items l and 2 to be completed by November 12, 1976 and
item 3 to be completed by June 1, 1977 when reinspections will be made
to determine compliance.
Yf you have any questions on these items please feel free to contact me.
cerely,
DA L G. CLARK
Community Development Adm.
DGC/mh
STEAM or NOT W A7—MZ SYvTEW
F,srrace Shell i Lincs—to 400 sq. h. FMA StemaSIO.x
Furnace Shall & Line—to 640 sq. ft. EDR Fiot Wiiei• 10.00
Each add 200 sq. ft. EDR Stearn R.MI
Each add. 320 sq. ft. EDR Hot water 3.00
OIL BuriNER—to 3 gal, per hour
over 3 gal, per houz—See ree Schedule
GA.S l;i'M, h -=R (up to iSSS,000 BTU)
o.•er M000 -, .TU' Sar V" t3cliedulo
6.00
Gals riTTivG rzEa': D70 RATE TOTAL
1st 3 Fixtures - 4 200 3
Addi,Jona1 Fixtures t .76
Gas Ran;;c tb M.CM 6,04
State Siirchaxge • .SO
W11 CO;:�1740-5'.V:.a Lennox HS9- 11 2 1/2 ton 8
FAX =AT -MG STST M F'00 zc'bsewi, G o
P L`P=111 I & F.T'P.�MS TOM a'tTEa !y'
To be completed about.
Estimated Cost; S
Odd--Neto.)Building Permit No. Parmit No. &9 Com'
r—MC TION OF WORX
HEATING or POWERPT'T'.,--St,ow-ri, of F;wter, Werra Atrx-No 1
Trade name Lennox.. ��� ztc G12Q3 -110
Capacity ,q• rtE D.R_ 110 , 0 0.0 .. BTU lyp
Total Connected t=a rind oa Post Nat. Gas
BURNIER — ` zmde Mar, Size P;a
Carpacisq. rt. r.D.r. tT 3V
BL
Mi 11 C i ty Hyeaat-i-ng _Co.
• "T
AppUcation for Power Fla& and' HcaVr,%
Coang, Venfit ftri,cUir g'o
•Air
.
Caai, ®erai t SV. wn3'S and David j
PARTIAL RATE SCHEDULE
dakoi't WAI z•. An:
TOTAL.
L�'xt 55'0 Danube
Furnace Shell & Duct Cork .. ... .....
..$IO.t?0 �
Replacement of r�arnar
6.00
City of a`afdlcy• •
Repairs & Alterations ---up to $500.40
6.00 $
,
The undersigned hereby makes applicatiori for a i;czmit for the *drli Aercir
specified. agreeing to do ail wor'A in strict. accordance with the City Ord:zit-n=
Repairs Lc Alterations each add. $500.04
300 $
and ruling of the Department of J3riildin;s, and hereby decl::i•es Uhat all tate fact:
and representations stated in this application -are truce and correct.
; ZCFb. WJae 2. '►
~��
idl
%�inn
Furnace Shell & Duct Ro?k to ito,40o BTU,
��--.���L eM=
..$10.04
Kise Const.
each add. 60,000 BTU .........
3.trJ
tJwner
Replace -hent of furnace6.00
$
Kind of Building Frame - --
Repairs & Alterations—up to $500.00
6.00 5
DW .
g
Repairs Gc Alterations each add. $500.00
3.00 V
Used as
STEAM or NOT W A7—MZ SYvTEW
F,srrace Shell i Lincs—to 400 sq. h. FMA StemaSIO.x
Furnace Shall & Line—to 640 sq. ft. EDR Fiot Wiiei• 10.00
Each add 200 sq. ft. EDR Stearn R.MI
Each add. 320 sq. ft. EDR Hot water 3.00
OIL BuriNER—to 3 gal, per hour
over 3 gal, per houz—See ree Schedule
GA.S l;i'M, h -=R (up to iSSS,000 BTU)
o.•er M000 -, .TU' Sar V" t3cliedulo
6.00
Gals riTTivG rzEa': D70 RATE TOTAL
1st 3 Fixtures - 4 200 3
Addi,Jona1 Fixtures t .76
Gas Ran;;c tb M.CM 6,04
State Siirchaxge • .SO
W11 CO;:�1740-5'.V:.a Lennox HS9- 11 2 1/2 ton 8
FAX =AT -MG STST M F'00 zc'bsewi, G o
P L`P=111 I & F.T'P.�MS TOM a'tTEa !y'
To be completed about.
Estimated Cost; S
Odd--Neto.)Building Permit No. Parmit No. &9 Com'
r—MC TION OF WORX
HEATING or POWERPT'T'.,--St,ow-ri, of F;wter, Werra Atrx-No 1
Trade name Lennox.. ��� ztc G12Q3 -110
Capacity ,q• rtE D.R_ 110 , 0 0.0 .. BTU lyp
Total Connected t=a rind oa Post Nat. Gas
BURNIER — ` zmde Mar, Size P;a
Carpacisq. rt. r.D.r. tT 3V
BL
Mi 11 C i ty Hyeaat-i-ng _Co.
� ass
'Cc W-1
DEPARTMENT OF INSPECTION MWEAPOLI3. UMHEAT LOGS CALCUtATIONS
�sAbtLVtnConstrnwon No.
111=166011
Wawa Doors Re#sreaes Out. Wap jInLVaU I Ceili ft Roof Floor Kind Hoar ApplW
Roots Leagtb Width - Hight r II Fl., Room Length / 3 With /2Height
+roavr sad rs--Crackatla and Area I
r Windows and rs`--Cracka�e and Area
i
&n
W
i
& it. E.DR or . in. W.A. Leader area
• Room Le �Al/hd<h
'hdanrs and Doo»--�raeEcage and Area
K *9 IAVOW ft. Arm
of ps" o. b of amok me. tt
'•
wall
Ceilnlg ,�. S'
Boor
'.Total E3tn.
Required sq. ft. E DJD or sq. ins. WA.14&&r area
&a
I Fl. a 4A^ Room I Length Y 0 Width
-U Y
Wmdowg sad Doors---Craekage anti Area
r r s ■Ke!
Muth Height e. or Lineal ILAna
Na of Oa1a of "m lights of arack a0. 9L
Cod. &a
IaLleratma 3
� U
Glace ±41E�!L,
coal
&a
[.filtration
#,7
a)
Glace 9
48
3.a
Exp. wap
Floor
Net a*. wap I
Ent. wap
Ceding r '
Floor XC
0
Total Btu.
Required sq. fL E.D.R. or sq. ins. W.& L m&r area
Total Lkn.
Required sq. ft. E.D.R. or sq. iaa W.A. Leader arra
14-11M -7 E Ieaiht
Width Height No. of laview ft. Area
No. of m of pan• lights of crack •p. ft.
3 1, yo
r r s ■Ke!
-
Cod. &a
IaLleratma 3
� U
Glace ±41E�!L,
.
Epp. wap a,— L 00
W3 . .
Net aw. wall ► (o d
% 1 1
Int. wall
rid •
Ceiling 1.3 r r 71--'" EEg
HL
Floor
Total Lkn.
Required sq. ft. E.D.R. or sq. iaa W.A. Leader arra
14-11M -7 E Ieaiht
Total BtlL IO
sq. f¢. E.D.R. or sq. i®s. W.A. Leadxr arca
R.r.... I t mm& a 7 6 Wihh 1 Height F
Windows the Donn—Craekage ad Area
widthkt No. 01 x4mm" ft. Ar—
no. of pume of vas• lights of amok sq. «.
r r s ■Ke!
Cftfj be
Infiltration �{
� U
msFT,
AMM
.
�"• A
W3 . .
m
IN
rid •
Ceiling /71?( ► a
r ,—
Total BtlL IO
sq. f¢. E.D.R. or sq. i®s. W.A. Leadxr arca
R.r.... I t mm& a 7 6 Wihh 1 Height F
Windows the Donn—Craekage ad Area
widthkt No. 01 x4mm" ft. Ar—
no. of pume of vas• lights of amok sq. «.
Cftfj be
Infiltration �{
� U
Chis
y
Ehtp. wall (�
No am. wall
int. wap
Ceiling /71?( ► a
r ,—
Floor
ITotal &n.
Required sq. ft. E.D.R. or sq. ins. WA Leader area
HEAT DEPARTMENT OF INSPECTION MDOWAPOUS. I
t 'eats Constrtntion No. Insulation
Reference Ont. Wall Int. Wall • Ceiling Roof Floor Kind Htyw Applied
19LI..... a, ✓ ry t C.¢.e
MUM
Roo>n length / j� «.-'Wier . He�bt Fl.j : .-),0j,-Roovil Length 1'L -Width I E!�
�; ntdoslnindand Area Windows and boon---Crackage and Area
Width Height No. or Ussal tL Arm Width Height No. ofLlneal tt Area
of of yaw lights or emk so• tt. No. of pane or pane lights et amok p. It.
a Cod. Btu
id
a !
it. E.D.R. or sWareaceAL
Length G Width /
aced boots- traekam and Area
wan (o
�x
Teat.,
aq. tL EAR or sq. im W.A. LoWn arae
9r I
Btu
tt
Coef. Btu
Infiltration %
Glass 4�
Exp. wall
Net exp. wall
Int. wall
Ceiling
Floor L.
Total Btu.
A Fl.) Qd A b*,--) Room I Lenuth / G Width / 2.._ Heb t 7 w
Window: and Doom—Crackage and Area
Width Height No. of 7.4usal IL Area
No. et pane of'pans lights of araah p. ft.
Coef.1 Btu
Infiltration
Glau
Exp. wall
Not exp. wall
Int. wall
Ceiling
Floor ,L
Total Btu.
Requited sq. ft. E.D.R. or sq. Ifs. W.A. Leader area (� �
F1_ R� 1 LAn" Width Heiffht
Window, and Doors–trackage and Area
Width eight No. of Lineal ft. Area
No. of vane et pane lights of ,rash so. ft.
Coef.1 Btu
Infiltration
Glaze
Exp. wan
Net exp. wall
Int. wall
Ceiling
Floor
ITotal Btu.
Requited ,q. h. E.D.R. or sq. ins. WA Leader afea
L S
ecce
t
suos
_ OOOL 1
OOOLi _
it' UNI I
- - _ Pool cull w p "WRAoft aSM AL
inchspa =nyg ---- -- — -- _
pE iaialj
+ uUa3I + ►L I = 1�i`Sufaw pnq& Im
---.tet iii 'n-.0
iod .n.y.a
- x 66 Mai
•11Y aMno 71T'3•3
t 2sups IMI
uoeaad AM •Iq;d•7x
F aK
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- -- -- -
- - - -- - eee �p jo W
96
JOPIJI imod x SIM x
�� •('dri TWM)
sz W"I_+ we wailomms
- =OPVJ i=q
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ecce
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(3' WOUIS) Nr1D J..VZH 1TIOL
7 J- r —,Os t
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Owl x
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no-so
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t op f'tt g qi*M � /�7 ZawO 151 J��
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30WHOXJ NIvue Ogg - SN011:)3dSN1 IO 1N3v4jLHvd30
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a,
CITY OF FRIDLEY
APPLICATION FOR PLUMBING AND GAS FITTING PERMIT
PARTIAL RATE SCHEDULE
PLUMBING FIXTURE RATES:
NO.
RATE
TOTAL
Ni=ber Fixtures
�(� x
44
$ U, O
Future Fixture Opening
x
x
m
New Fixture, Old Opening
Water
$2.00
$
Catch Basin
O
$5.00
$
$4
C •111
N
A
100,000 BTU to 199,000 BTU
y
A
p�
r,
x
Heater
$
V
x
$5.00
C
N
H
x ani
0
li
0
� C)
�
C.
Si
TOTAL FEE
-'moi
It
si
J d1
G
.0
•�
, Y�
.0
C C
3
0
.0
U •�
O .0
u
O
M
J -t
to
N
_i 7
O
O
J-1 N
+1 N
M
(d
W
.,i
to
td
.0
N
jii
n
H
A
ed
03
.,i
to
td
3
$4 0
t] W
C
to
'i
C14
td M
U W
7 rt;
RC 3
U
7-
U
O
a
lec
to
U
cA
Fis
1
1
2nd
3rd
4th
(R) = Future Connection Opening
Connected with Sewer
(*) = New Fixture, Old Opening
Water
PARTIAL RATE SCHEDULE
PLUMBING FIXTURE RATES:
NO.
RATE
TOTAL
Ni=ber Fixtures
�(� x
$3.00
$ U, O
Future Fixture Opening
x
$2.00
$
New Fixture, Old Opening
x
$2.00
$
Catch Basin
x
$5.00
$
Water Heater - to 99,000 BTU
_� x
$5.00
$
100,000 BTU to 199,000 BTU
x
$10.00
$
Water Softener
x
$7.00
$
New Ground Run Old Building
x
$5.00
$
Electric Water Heater
x
$5.00
$
Job Address
Department of Buildings
City of Fridley
Tel. #571-3450
The undersigned hereby makes application for a pewit for the work herein
specified agreeing to do all work in strict accordance with the City Codes
and rulings of the Department of Buildings, and hereby declares that all
the facts and representations stated in this application are true and correct
Fridley, Mn. ��' l 5 19 �r4
OWNER !` S / C U lJ S T %Z li C --t
KIND OF BUILDING L
USED AS c3 /
TO BE COMPLETED ABOUT C 'C— 1 3 7� ( / 7 b
ESTIMATED COST
OLD NEW B ILDING PERMIT NO. PERMIT NO. l
Company ` o %LT k/r
Signed By P-/
Tel. No. ;?%% 6 J6
ROUGH INSP.
Date
GAS FITTING FEES:
FINAL INSP.
3 p p
Date
1st 3 fixtures
x $3.00
$
Additional Fixtures
x $1.00
$
APPROVAL FOR PERMIT
Gas Range to 199,000 BTU
x $10.00
$
REPAIRS & ALTERATIONS
First $100.00
$5.00
$
each add. $100.00 or fraction
$2.00
$
MINIMUM FEE FOR ANY PLUMBING PERMIT IS $7.50
State Surcharge
$
..50
TOTAL FEE
REINSPECTION FEE
($I0.00)
SUBJECTPE
O
City of Fridley
o 18577
AT THE TOP OF THE TWINS
BUILDING
PERMIT
RtQEnN
• COMMUNITY DEVELOPMENT DIV.
d i PROTECTIVE INSPECTION SEC.
----I CITY HALL FRIDLEY 55432
NUMBER
REV.
DATE
PAGE OF
APPROVED BY
612-571-3450
910-F15
8/5/86
JOB ADDRESS 5502 West Danube Road N.E.
1 LEGAL
LOT NO.
BLOCK
TRACTOR ADDITION
SEE ATTACHED
DESCR.
8
3
Innsbruck North 2nd Addition SHEET
2 PROPERTY OWNER MAIL ADDRESS
ZIP PHONE
. Jim Badour 5502 West Danube Road N.E. 571-7507
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 Cj ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK .
Concrete front step
9 CHANGE QF USE FROM TO
STIPULATIONS
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
l
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
$200
$.50
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-
$15..00
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
PLAN CHECK FEE
TOTALFEE
$15.50
SIGH UR F TR TOR OR AUTHORIZED AGENT IDATEI
WHEN PROPERLY LIDATED THIS IS YOUR PERMIT
wb
�/ .� ' 5-8I °
-
BLDG INSP
I G -
E
Si ATU OF OWNE F OWNER BUILDERI IDATEI
NEW [ City of Fridley Effective 4/1/86
ADDN. I ] R-1 AND R-2
ALTER. I ] Building Permit Application
Construction Address: 55®� 4 L9�rlel��
Legal Description: L®T 9,' 64d -K,3 !NAI-S64UCe IV04TY9 ;9
Owner Name & Address: v lam"/ �` �° Tel. # S-7(-752
Contractor: .5-442E Tel. #
Address
LIVING AREA:
GARAGE AREA:
DECK AREA:
OTHER:
Corner Lot [ ]
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IMPROVEMENT
Length Width Height Sq. Ft.
Length Width Height Sq. Ft.
Length Width Hgt/Ground Sq. Ft. _
Inside Lot [ ] Ft. Yd. Setback __ _ Side Yard Setback
Type of Construction:
Approx. Completion Date:
Estimated Cost: $ �Z® o
Alt. A Alt B
Proposed Driveway Width If New Opening Is Desired: See Back Page for Explanation
DATE:
APPLICANT: Tel. # 7(r 750
ITY USE 1Y
Permit Fee
Plan Check
State Surcharge
SAC Charge
Park Fee
Sewer Main Charge
461-10
STIPULATIONS:
$ /,5.0 U Fee Schedule on Reverse Side
$ 25% of Building Permit Fee
$ $.50/$1,000 Valuation
$ $475 per SAC Unit
$ Fee Determined by Engineering
$
/A Agreement .Necessary I Not Necessary [ ]
STS Consultants Ltd. Ap r. i 1 24, 1984
2405 Annapolis Lane
Minneapolis, Minnesota 55441
(612) 559-1900
Mr. Ed Rommar
Harstad-Todd Construction Company
2191 Silver Lake Road
New Brighton, Minnesota 55112
RE: RESIDENTIAL LOT ON BLOCK 3, LOT °8, TNNSBROOK NORTH
SECOND ADDITION IN NEW BRIGHTON, MINNESOTA
Dear Mr. Rommer:
As requested by you on Monday, April 9, 1984, we have com-
pleted one soil boring at the above referenced lot. This
boring was drilled near the north%south centerline of the
lot, north of the setback line at the approximate position of
the center of buildings located on'either side of this .lot.
11c understand that a single-family dwelling is to be con-
structed at this location. The house will be approximately
three (3) stories high, with the lower two levels buried or
partially buried so that the upper floor elevation is near
the ground surface of the adjoining street.
The ground surface at the boring location was determined by
the field crew. The temporary bench mark used to determine
this elevation was the curb line immediately in front of this
lot on Matterhorn Drive. This temporary bench mark was
assigned an arbitrary elevation of +100.0 ft. The ground
surface at the boring location was 21.E ft below this
temporary bench mark or elevation +78.4 ft.
The soils
consisted
of
a very titin
layer of topsoil fill
material
underlain
by
silty fine
to medium sand fill
extending
to a depth
of
approximately
2 ft below the ground
flarstad-:odd Construction Corapany
April 24, 1984
-3-
replaced. The fill should be placed in loose lifts not
exceeding approximately 9 inches in loose thickness and
compacted to at least 95% of the maximum density obtained in
accordance with ASTM specification D 1557, Modified Proctor
Method. The zone of compacted fill should extend laterally
beyond the outside of the building a minimum horizontal
distance of 5 ft plus 1 ft for each vertical foot of fill
material required below the foundations. Foundations
supported on properly placed and densified fill material may
also be proportioned on the basis of a maximum net allowable
soil bearing pressure of 2,000 pounds per square foot. The
net allowable soil bearing pressure refers to that pressure
which may be transmitted to the foundation bearing soil in
excess of the final minimum surrounding overburden pressure.
We estimate that total settlement of the foundation on the
order of 1/2 to 3/4 inch may occur, with differential
movement between walls of approximately one half (1/2) this
amount.
In order to avoid disproportionately small footing sizes,
continuous wall footings should have a minimum width of 20
inches, and isolated column footings have a minimum dimension
of 2.5 ft. We recommend that exterior footings or footings
in unheated portions of the building be provided with at
least 4 ft of earth cover in order to provide protection from
frost penetration and heaving.
Lateral Earth Pressures
The below -grade walls of the building will be subjected to
lateral earth pressure due to the soil backfill against the
walls and any surcharges above the ground surface. For this
Harstad-Todd Construction Coinpany
April 24, 1984
-2-
surface. Additional silty fine sand and organic sand topsoil
fill was mixed to a depth of approximately 4 ft below the
ground surface. Below the fill was encountered a 1 -ft layer
of silty clay which was very stiff in consistency, and
underlain by silty fine sand containing some clay which
extended to the end of the boring, at a maximum depth of 9.2
ft below the ground surface. Water was encountered within
the borehole at a depth of 7 ft below the ground surface
while drilling and at a depth of 8 ft below the ground
surface after shooting elevations 1/2 hour after completion.
Based on the soil conditions encountered, it is our opinion
that the proposed residential structure could be supported on
spread footing foundations, supported on the naturally -
occurring silty clay such as encountered at a depth of 4 to 5
ft below the ground surface, or on fill materials supported
above this soil. We recommend that the structure not be
supported directly on the surface fill materials such as
encountered above 4 ft. Rather, these materials should be
removed and segregated to discard the organic soils, saving
the non-organic fill for reuse. This procedure must be
carefully observed by a qualified soils engineer or techni-
cian. Foundations supported on the naturally -occurring
non-organic clay soils such as were encountered at
approximately elevation +74 ft may be proportioned on the
basis of a maximum net allowable soil bearing pressure of
2,000 pounds per square foot.
Alternatively, foundations could be supported on properly
placed and densified fill materials extending to the
non-organic naturally -occurring soils. If foundations are to
be supported on the fill, after removal of the existing
organic fills, the non-organic portion of the fill can be
?arstad-Todd Constructioci Company
April 24, 1984
-4-
reason, the walls should be designed to resist these pres-
sures, and -should -be braced during construction if backfilled
prior to construction of internal floor slabs. Because of
the anticipated height of the below -grade walls, lateral
earth pressures of significant magnitude will occur. For
granular drained backfill, we recommend that the walls be
designed on the basis of an "at rest" earth pressure
coefficient of 0.45, and a moist density for the backfill
material of 120 pounds per cubic foot.
We recommend that the below -grade portion of the structure
(basement) be provided with a perimeter and underfloor drain
system to remove any accumulation of water which may occur
around or immediately below the floor slab of the building.
The perimeter and underdrain system should be constructed of
perforated or porous wall pipe surrounded by at least 6
inches of coarse filter material compatible with the slot or
perforation sizes of the pipe, and enclosed in an envelope of
filter fabric to 'minimize infiltration of soil fines into the
filter media and underdrain pipe. The backfill above the
pipe to within approximately 1 to 2 ft of the ground surface
should be a free -draining granular material so that any
infiltration water can drain freely to the underdrain system.
The basement wall should be dampproofed as a minimum to
reduce water within the building. The final 1 to 2 ft at
grade should be a cohesive soil, similar to the silty clay
materials in order to provide an impervious cap and minimize
downward infiltration. The soil around the building at the
ground surface should also be sloped away from the building
to minimize ponding adjacent to the structure.
a rstad-Todd Construction Company
April 24, 1984
-5-
Potential Construction Difficulties
Some minor problems associated with ground water infiltration
or accumulation of precipitation water within excavations may
occur at this site due to the relatively impervious nature of
the soils at the anticipated base of the excavation. How-
ever, such accumulations of water should be able to be re-
moved by standard sump pit and pump operations. Any
disturbed or loosened soil at the base of excavations should
also be removed prior to placement of foundation fill or
concrete. Excavations at this site must be adequately
sloped, or sheeted and braced, in accordance with pertinent
OSHA regulations. Provision for safe working conditions is
solely the responsibility of the contractor.
If you have any questions regarding this letter, or if we can
be of further assistance to you, please do not hesitate to
contact us.
Very truly yours,
STS CONSULTANTS, LTD.
James H. Overtoom, P.E.
Principal Engineer
Stephan M. Gale, P.E.
Senior Project Engineer
JHO:aec
Enclosures
STS Job No. 93318
g t-IgAE y c-,sz-PFY VIA M7r' W.R waEcMAZ°`oC?4,
03 REPORT WAS !PREPARED tY ME OR LIMM. M7
DIRECT S! dP}e`JlS;vN ANA THAT 1 AM A DULY
RrG!STkR:!:° i�Yo *FSS;ONAL E�lGINEER UNDER THE
LAWS OF T}:,: STATE OF MINNESOTA.
DATES y_'Z" `� _ U_/.. REG. NO -/Z _.
APPENDIX
1. General Qualifications
2. Standard Clause for Unanticipated
Subsurface Conditions
3. Soil Boring Location Diagram
4. General Notes
5. Procedures Regarding Field Logs,
Laboratory Data Sheets and Samples
6. Boring Log=
7. Subsurface Exploration Procedures
8. Sampling Procedures
9. Laboratory Testing Procedures
10. ASTM D 1586-67
11. Unified Soil Classification System
f
General Qualifications
This report has been prepared in order to aid in the evaluation of this
property and to assist the architect/engineer in the design of this pro-
ject. The scope is limited to the specific project and location described
herein, and our description of the project represents our understanding of
the significant aspects relevant to soil and foundation characteristics.
In the event that any changes in the design or location of the building(s)
as outlined in this report are planned, we should be informed so that
changes can be reviewed and the conclusions of this report modified or
approved in writing by the soil and foundation engineer. AS A CHECK, WE
RECOMMEND THAT WE BE AUTHORIZED TO REVIEW PROJECT PLANS AND SPECIFICATIONS
TO CONFIRM THAT OUR REPORT RECOMMENDATIONS HAVE BEEN INTERPRETED IN ACCOR-
DANCE WITH OUR INTENT. WITHOUT THIS REVIEW, WE WILL NOT BE RESPONSIBLE FOR
MISINTERPRETATIONS OF OUR -DATA, OUR ANALYSIS, AND/OR OUR RECOMMENDATIONS
NOR HOW THESE ARE INCORPORATED INTO THE FINAL DESIGN.
It is recommended that all construction operations dealing with earthwork
and foundations be reviewed by an experienced soil engineer to provide in-
formation on which .to base a decision whether the design requirements are
fulfilled in actual construction. If you wish, we would welcome the oppor-
tunity to provide field construction services for you during construction.
The analysis and recommendations submitted in this report are based on the
data obtained from the soil borings performed .at the locations indicated on
the location diagram and from any other information discussed in this re-
port. This report does not reflect any variations which may occur between
these borings. In performance of the subsurface explorations, specific
information is obtained at specific locations at specific times. However,
it is a well-known fact that variations in soil and rock conditions exist
on most sites between boring locations at specific times. The nature and
extent of variations may not become evident until the course of construc-
tion. If variations then appear evident, it will be necessary for a re-
evaluation of the recommendations of this report after performing on-site
observations during the construction period and noting the characteristics
of any variations.
Because of the possibility of these unanticipated subsurface conditions
occurring, we recommend that a "changed condition" clause be provided in
the contract both with the general contractor and in contracts with subcon-
tractors involved in the foundation and earthwork construction. It is felt
that the inclusion of this clause will permit contractors to give lower
prices because they will not need to provide as much in contingencies as
they normally would if equitable adjustment of changed conditions will
minimize conflicts and litigation with the attendant delays and costs.
Furthermore, by the immediate recognition and adjustment in contract price
at the time any changed conditions are encountered, the immense problem of
trying to recreate facts when litigation develops later is eliminated. A
mediation/arbitration procedure is recommended in the event that the owner,
contractor and professionals do not agree on the changed conditions at the
moment they are disclosed. If you wish, we would be pleased to furnish
additional information pertaining to this procedure.
Standard Clause for Unanticipated Subsurface Conditions
"The owner has had a subsurface investigation performed by a foundation
consultant, the results of which are contained in the consultant's report.
The consultant's report presents his conclusions on the subsurface conditions
based on his interpretation of the data obtained in the investigation. The
contractor acknowledges that he has reviewed the consultant's report and any
addenda thereto., and.that his bid for earthwork operations is based on the
subsurface conditions, as described in this report. It is recognized that
a subsurface investigation -may not disclose all conditions as they actually
exist and further, conditions may change, particularly groundwater conditions,
between the time of a subsurface investigation and the time of earthwork
operations. In -recognition -of these facts, this clause is entered in the contract
to provide a means of equitable additional compensation for the contractor if
adverse unanticipated conditions are encountered and to provide a means of rebate
to the owner if the conditions are more favorable than anticipated.
At any time during earthwork, paving and foundation construction operations, that
the contractor encounters conditions that are different than those anticipated
by the foundation consultant's report, he shall immediately (within 24 hours)
bring this fact to the owner's attention. If the owner's representative on
the construction site observes subsurface conditions which are different than
those anticipated by the foundation consultant's report, he shall immediately
(within 24 hours) bring this fact to the contractor's attention. Once a fact
of unanticipated conditions has been brought to the attention of either _the
owner or the contractor, and the consultant has concurred, immediate negotiations
will be undertaken between the owner and the contractor to arrive at a change
in contract price for additionalwork or reduction in work because of the
unanticipated conditions. The contractor agrees that the following unit prices
would apply for additional or reduced work under the contract. For changed
conditions for which unit prices are not provided, the additional work shall
be paid for on a time and material basis."
Another example of a changed conditions.clause can be found in paper No. 4035
by Robert F. Borg published in ASCE Construction Division Journal, No. CO2,
September 1964, page 37.
STS Consultants, Ltd.
N
co
w
D.M. Matterhorn Drive
N
•01 C
W ru
Q:: J
Boring Location DiagramFN HARSTAD-TODD CONSTRUCTION
Lot8 Block 3, Innsbrook North
Fridley, Minnesota
STS CONSULTANTS, LTD.
2405 ANNAPOLIS LANE, SUITE 280
MINNEAPOLIS, MINNESOTA 55441
kvc ( JHO 1 4-23-84193318
Ir;
GF -N= -RAL NOTES
DRILLING 6: SAMPLI& SYMBOLS:
55 :
Split Spoon -1* 3180 Y.D., 2" O.D.
HS
Unless otherwise noted
ST
Shelby Tube - 2: O.D.,
FT
Unless otherwise noted
PA .
Power Auger
DS :
Diamond Bit - NX, BX, AX
AS :
Auger Sample
35
Jar Sample
VS
Vane Shear
05
Osterberg Sampler - 30 Shelby Tube
HS
Hollow Stem Auger
WS
Wash Sample
FT
Fish Tail
RB
Rock Bit
BS
Bulk Sample
P'M .
Pressuremeter Test, In -Situ
GS :
Giddings Sampler
Standard "N" Penetratiom Blows per foot of a 140 pound hammer falLng 30 inches on a 2 inch O.D.
Water levels inducted on the boring log3 ars the levels measured in the boring at the times indicated.
In pervious' soils, the indicated elevations are considered reliable groundwater levels. In impervious
soils, the accurate determination of grand water elevations may not be possible, even after several
days of observations; additional evidence of ground water elevations must be sought_
GRADATION DESCRIPTION is TERMINOLOGY:
Coarse Grained or Granular Soils have more than 50% of their dry weight retained on a X1200 sieve; they
are described as: boulders, cobbles, gravel or sand. Fine Grained soils have less than 50% of their dry
weight retained on a #200 sieve; they are described as: clays or clayey silts if they are cohesive and
silts if they are non -cohesive. In addition to gradation, granular soils are defined on the basis of their
relative in-place density and fine grained soils on the basis of their strength or consistency and their
plasticity.
Major
split spoon sampler, except where otherwise noted.
WATER
LEVEL MEASUREMENT SYMBOLS:
WL :
Water Level
WCI :
Wet Cave In
WS :
While Sampling
DCI :
Dry Cave In
WD :
While Drilling
BCR :
Before Casing Removal
AB .
After Boring
ACR :
Afte-, Casing Removal
Water levels inducted on the boring log3 ars the levels measured in the boring at the times indicated.
In pervious' soils, the indicated elevations are considered reliable groundwater levels. In impervious
soils, the accurate determination of grand water elevations may not be possible, even after several
days of observations; additional evidence of ground water elevations must be sought_
GRADATION DESCRIPTION is TERMINOLOGY:
Coarse Grained or Granular Soils have more than 50% of their dry weight retained on a X1200 sieve; they
are described as: boulders, cobbles, gravel or sand. Fine Grained soils have less than 50% of their dry
weight retained on a #200 sieve; they are described as: clays or clayey silts if they are cohesive and
silts if they are non -cohesive. In addition to gradation, granular soils are defined on the basis of their
relative in-place density and fine grained soils on the basis of their strength or consistency and their
plasticity.
Major
Descriptive Term
Component
Of Components Also
Percent Of
Of Samote
Size Range
Present in Sample
Dry Wei. -ht
Boulders
Over 8 in. (200 mm)
Trace
Cobbles
8 inches to 3 inches
Little
10-19
(200 mm to 75 mm)
Gravel
3 inches to U4 sieve
Some
20-34
(75 mm to 4.76 mm)
Sand
#4 to #200 sieve
And
35-30
(4.76 mm to 0.074 mm)
Silt
Passing #200 sieve
(0.074 mm to 0.005 mm)
Clay
Smaller than 0.005 mm
CONSISTENCY OF COHESIVE SOILS:
RELATIVE DEN5rr-
OF GRANULAR SOILS:
Unconfined Compressive
Strength, Qu, tsf
Consistency
N - Blows per ft.
Relative Density
< 0.25
Veer Soft
G - 3
Very Loose
0.25 - 0.49
Soft
4 - 9
Loose
0.50 - 0.99
Medium (Firm)
10 - 29
Medium Dense
1.00 - 1.99
5:iff
30 - 49
Dense
2.00 - 3.99
Very Stiff
50 - 80
Very Dense
4.00 - 8.00
Hard
30+
Ex:remc!v Dense
> 8.00
Very Hard
STS CONSULTANTS LTD.
PROCEDURES REGARDING FIELD LOGS
LABORATORY DATA SHEETS AND SAMPLES
In the process of obtaining and testing samples and preparing this report,
procedures are followed that represent reasonable and accepted practice in
the field of soil and foundation engineering.
Specifically, field logs are prepared during performance of the drilling and
sampling operations which are intended to portray essentially field occur-
rences, sampling locations and other information.
Samples obtained in the field are frequently subjected to additional testing
and reclassification in the laboratory by more experienced soil engineers, and
differences between the field logs and the final logs exist.
The engineer preparing the report reviews the field and laboratory logs,
classifications and test data, and in his judgement in interpreting this
data, may make further changes.
Samples taken in the field, some of which are later subjected to'laboratory
tests, are retained in our laboratory for sixty days and are then destroyed
unless special disposition is requested by our client. Samples retained over
a long period of time, even in sealed jars, are subject to moisture loss which
changes the apparent strength of cohesive soil, generally increasing the
strength from what was originally encountered in the field. Since they are
no longer representative of the moisture conditions initially encountered,
an inspection of these samples should recognize this factor.
It is common practice in the soil and foundation engineering profession that
field logs and laboratory data sheets not be included in engineering reports,
because they do not represent the engineer's final opinions as to appropriate
descriptions for conditions encountered in the exploration and testing work.
On the other hand, we are aware that perhaps certain contractors and sub-
contractors submitting bids or'proposals on work might have an interest in
studying these documents before submitting a bid or proposal. For this
reason, the field logs will be retained in our office for inspection by all
contractors submitting a bid or proposal. We would welcome the opportunity
to explain any changes that have and typically are made in the preparation of
our final reports, to the contractor or subcontractors, before the firm
submits its bid or proposal, and to describe how the information was obtained
to the extent the contractor or subcontractor wishes. Results of laboratory
tests are generally shown on the boring logs or are described in the text
of the report, as appropriate.
The descriptive terms and symbols used on the logs are described on the
attached sheet, entitled General Notes.
STS Consultants, Ltd.
OWNER
&;F�
Harstad Construction Co.
LOG OF BORING NUMBER
B-1
PROJECT
STS Consultants Ltd.
NAME
Residence
ARCHITECT•ENGINEEP.
SITE LOCATION
Lot 8, Block 3, Innsbrook North
�.
O.
Z m
UNCONFINED COMPRESSIVE STRENGTH
TONS FT
1 2 3 4 5
y
NW
O
C 2
. F j
w
0 W
2
WW
a
QQ
N
lua
1--
a
N
U
l'-
O
W
a
Q
N
ff
>
C
W
DESCRIPTION OF MATERIAL
PLASTIC WATER LIOUID
LIMIT `b CONTENT 4 LIMIT 4
— —
10 20 30 40 50
® STANDARD
PENETRATION BLOWS FT
10 20 30 40 50
SURFACE ELEVATION
+78.4 f t •
1
SS
1" topsoil over silty fine to
medium sand, trace gravel - red
brown - moist - (SM) - (fill)
®I
2
SS
'
Silty fine sand with sandy organic
topsoil, fill - brown - moist -
loose - (SM -00
q
3
SS
Silty clay - brown - very stiff -
(CL)
3A
SS
Silty fine sand, some clay
brown - moist - (SM -SC)
4
ss
Silty fine sand, trace medium
sand, trace gravel - brown -
moist - dense - (SM)
5
6
ISS11
SS
I
1
I
I
End of boring at 9.2 ft.
Power augered full depth.
Blow count for 89 -pound hammer
with 24 -inch free -fall of
standard 2 -inch OD split spoon.
0
Cali
�
rate
pen
rom
ter.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN SITU, THE TRANSITION MAY BE GRADUAL.
WL 7.0' WS WS OR WD
BORING STARTED 4/10/84
STS OFFICE
WL BCR ACR
BORING COMPLETED 4/ 1 084
DRAWN BY KVC
SHEET NO. OF
WL 8.01 AB 1 h r .
RIG L • B • FOREMAN DW
APP'D BY J HO
STS JOB NO. 93318
BL: 1.983
SUBSURFACE EXPLORATION PROCEDURES
Hand—Auger Drilling (HA)
In this procedure, a sampling device is driven into the soil by repeated
blows of a sledgehammer. When the sampler is driven to the desired sample
depth, the soil sample is retrieved. The hole is then advanced by manually
turning the hand auger until the next sampling depth increment is reached.
The hand auger drilling between sampling intervals also helps to clean and
enlarge the borehole -in preparation for obtaining the next sample.
Power Auger Drilling (PA)
In this type'of drilling, continuous flight augers are used to advance the
boreholes. They are turned and hydraulically advanced by a truck or
track—mounted unit as site accessibility dictates. In auger drilling,
casing and drilling mud are not required to maintain open boreholes.
Hollow Stem Auger Drilling (HS)
In this drilling procedure, continuous flight augers having an open stem
are used to advance the boreholes. The open stem allows the sampling tools
to be used without removing the augers from the borehole. hollow stem
augers thus provide support to the sides'of the borehole during the
sampling operations.
Rotary Drilling (RB)
In employing rotary drilling methods, various cutting bits are used to
advance the boreholes. In this process, surface casing and/or drilling
fluid is used to maintain open boreholes.
Diamond Core Drilling (DB)
Diamond core drilling is used to sample cemented formations. In this
procedure, a double tube (triple tube) core barrel with a diamond bit cuts
an annular space around a cylindrical prism of the material sampled. The
sample is retrieved by a catcher just above the bit. Samples recovered by
this procedure are placed in sturdy containers in sequential order.
STS Consultants, Ltd.
SAMPLING PROCEDURES
Auger Sampling (AS)
In this procedure, soil samples are collected from cuttings off of the
auger flights as they are removed from the ground. Such samples provide a
general indication of subsurface conditions; however, they do not provide
undisturbed samples, nor do they provide samples from discrete depths.
Split -Barrel Sampling (SS) - (ASTM Specification D-1586-67)
In the split -barrel sampling procedure, a 2 -inch O.D., split -barrel sampler
is driven into the soil a distance of 18 inches by means of repeated blows
of a 140 -pound hammer falling 30 inches. The value of the Standard
Penetration Resistance is obtained by counting the number of blows of the
hammer over the final 12 inches of driving. This value provides a
qualitative indication of the in-place relative density of cohesionless
soils. The indication is qualitative only, however, since many factors can
significantly affect the Standard Penetration Resistance Value, and direct
correlation of results obtained by drill crews using different drill rigs,
drilling procedures, and hammer -rod -spoon assemblies should not be made.
Shelby Tube Sampling Procedures (ST) - (ASTM Specification D-1587-67)
In the Shelby tube sampling procedure, a thin-walled, steel seamless tube
with a sharp cutting edge is pushed hydraulically into the soil and a
relatively undisturbed sample is obtained. This procedure is generally
employed in cohesive soils.
Giddings Sampler (GS)
This type of sampling device consists of 5 -ft sections of thin-walled
tubing which are capable of retrieving continuous columns of soil in 5 -ft
maximum increments. Because of a continuous slot in the sampling tubes,
the sampler allows field determination of stratification boundaries and
containerization of soil samples from any sampling depth within the 5 -ft
interval.
STS Consultants, Ltd.
Water Content(Wc)
The water content of a soil
soil mass to the weight of
expressed as a percentage.
Hand Penetrometer (Qp)
LABORATORY PROCEDURES
is the ratio of the weight of water in a given
the dry soil. Water content is generally
In the hand penetrometer test, the unconfined compressive strength of a
soil is determined, to a maximum value of 7 tons per square foot (tsf), by
measuring the resistance of the soil sample to penetration by a small,
spring -calibrated cylinder. The hand penetrometer test has been carefully
correlated with unconfined compressive strength tests, and thereby provides
a'useful and a relatively simple testing procedure in which soil strength
can be.quickly and easily estimated. .
Unconfined Compression Tests (Qu)
In the unconfined compressive strength test, a soil is loaded axially until
failure or until 20% strain has been reached,. whichever occurs first. This
test is performed on undisturbed samples obtained from the Shelby tube
sampling procedure.
Classification Samples
In conjunction with the sample testing program, all soil samples were
examined in our laboratory and classified on the basis of their texture and
plasticity in accordance with the Unified Soil Classification System
(USCS). The soil descriptions on the boring logs are in conformance with
this system and the estimated group symbols according to this system are
included in parentheses following the soil descriptions on the boring logs.
Included on a separate sheet is a brief explanation of this system of soil
classification.
STS Consultants, Ltd.
hWjor dvivionsI Group
vymbols
GW
c
o o
c
C o
m
•U m m
j; U z GP
r7 N
>
O ` O °
t, z
C d
m r
° GM
E
N
Q m d u
CD 3: a .c -
O
z j ` O
a GC
0.
61-2
` N
tO H c SW
0-
0
� c
A H C
4 O
a
- > m m
0 v E SP
p V J
c c`oz
O
r n q q C d
7
SM
2 c C u
_m g
o -
p N '►
0
�
v3 CL o , SC
I
0
z
c
L
Typical names
Laboratory classification criteria
Well -graded gravels, gravel -sand
D60 ID301
mixtures, little or no fines
Cu- greater than 4; Cc-gXD�between 1 and 3
ey fine sands or clayey silo
Diu
y C
with slight plasticity
Poorly graded gravels, gravel-
o
sand mixtures, little or no fines
Inorganic clays of low to me -
Not meeting all gradation requirements for GW
CL
_.
C -
NV
sandy clays, silty clays, lean
5
-
Silty gravels, gravel -sand -silt
H "
Atterberg limits below "A"
in tt
mixtures -
o �' c
line or P.I. less than 4
v
J
V
OL
Z N a
40
Above "A" line with P.I.
o °
m
between 4 and 7 are bol,
Clayey gravels, gravel -sand -clay
N c too to H
"A"
derlrne cases requiring use
30
Atterberg limits above
of dual symbols
mixtures
c ' -
•t° U
line with P.I. greater than 7
MH
diatomaceous fine sandy or
silty soils, elastic silts
E C
N
20
a v
C
Well -graded sands, gravelly
o
D60 (D30J2
sands, little or no fines
> t;
Cu=—greater greater than 6; Cc'D between 1 and 3
; ; ;
XD
IO 60
Inorganic clays of high plas-
W�
.. _.
Poorly graded sands, gravelly
C
sands, little or no fines
o
Not meeting all gradation requirements for SW
i5
w m 0 . r
oa_ c .
N m
7
-a
OH
Silty sands, sand -slit mixtures
C � c c
�. Q?,
Atterberg limits below "A"
high plasticity, organic silts
a N
C :y in r-
line or P.I.less than 4
Limits plotting in hatched
° ° l; c
a rn_ C rca a
C c u C_ _.c N
zone with P.I. between 4
and 7 are borderline cases
Clayey sands, sand clay mix-
E io o
"A"
requiring use of dual sym-
tures
m c
0 a -j Ln
Atterber limits above
hols.
o
00 y I
line with P.I. greater than 7
For classification of fine-grained
soils and fine fraction of coarse -
0 grained soils.
Atterberg Limits plotting in
hatched area are borderline classi- t
fications requiring use of dual
symbols.
Equation of A-line: 1
PI =0.73 (LL - 20)
Q OH and AMI -I
CL �—
I
LML MLa dOL
0 10 20 30 40 50 60 70 80 90 100
Liquid Limit
.c c -^ Peat and other highly organic Plasticity Chart
o0 soils
Inorganic silts and very fine
ML
sands, rock flour, silty or clay-
to
ey fine sands or clayey silo
y C
with slight plasticity
60
L
13
Inorganic clays of low to me -
'U m
CL
dium plasticity, gravelly clays,
C -
sandy clays, silty clays, lean
5
-
clays
in tt
v
J
V
OL
Organic silts and organic silty
40
clays of low plasticity
m
v
C
30
Inorganic silts, micaceous or
Z
c
MH
diatomaceous fine sandy or
silty soils, elastic silts
a
20
a v
C
v �
v o,
CH
Inorganic clays of high plas-
ticity, fat clays
:E
10
i5
7
-a
OH
Organic clays of medium to
4
high plasticity, organic silts
0
For classification of fine-grained
soils and fine fraction of coarse -
0 grained soils.
Atterberg Limits plotting in
hatched area are borderline classi- t
fications requiring use of dual
symbols.
Equation of A-line: 1
PI =0.73 (LL - 20)
Q OH and AMI -I
CL �—
I
LML MLa dOL
0 10 20 30 40 50 60 70 80 90 100
Liquid Limit
.c c -^ Peat and other highly organic Plasticity Chart
o0 soils
PZ-iET---)_-kT10TEST AND S.k3,r-OLiNG O? SONS (D iJ,�O)
bRIVINO iMCC� I SANPL [R n(;.0
SUITABLE
SCATI7,,
jj��1SPLIT BARREL,1'.OIA t)aI I
s-tlDi1►l �••� LTN'ar[RIsCOOO[2� TAAOF
SwOAt HAACnESS 01 30 TO M
27- (n6M 1 10Ptr►1
No 1—,Split barrel Easy be 131 in. inside diameter provided it contains a liner of 16 -gage
wall thickness.
Norz 2—Core retainers in the driving shoo to prevent !oss of sample are permitted.
No. 3 --The corners at 3 may be slightly rounded.
TABLE OF METRIC EQL-IY:�LEtiT9
in. !ram m in. I mai cs
i
1%18 (18 gage) 1.5 2 5.08
12.7 ! 3 7.62
19.01 1.9 ' 6 15.24
"yg 22.21 2,22 18 45.72
1 34.9 3.491 27 68.53
1y 38.11 3.81!
samples of soils recovered as to composi-
tion, structure, consistency, color, and
condition; then put into jamas without
ramming. Seal them with wax or her-
metically seal to prevent evaporation
of the soil moisture. Affix labels to the
jar or make notations on the covers (or
both) bearing job designation, boring
number, sample number, depth penetra-
tion record, and length of recovery.
Protect samples against extreme tem-
perature chinges.
F1c.1—Standard Split Barrel Sampler Assembly
4. Report
4.1 Data obtained in borings shall be
recorded in the held and shall include the
following:
4.1.1 varve and location of job,
4.1.2 Date of boring—start, finish,
4.1.3 Boring, number and coordinate,
if available,
4.1.4 Surface- elevation, if available,
4.1.5 Sample number and depth,
4.1.6 Method of advancing sarnpler,
penetration and recovery lengths,
2
Noe
4.1.7 Type and size of sampler,
4.1.8 Description of soil,
4.1.9 Thick&ss of layer,
4.1.10 Depth to Rater surface; to le
of water; to artesian head; time at whi
reading was made,
4.1.11 Type and sale of machine,
4.1.12 Size of casing, depth of cas
hole;
4.1.13 dumber of blows per 6
(0.15 m),
4.1.14 Names of crewm, en, and
4.1.15 Weather, re^arks.. .
ITY OF FRIDLEY INSPEC 1 ION DIV. l
431' Wniversity Ave NE
ridley, MN 55432
63-572-3604
MARK
Urinal I' .W." R Shower
Floor 1
Floor 2
Floor 3
Floor 4
Effective On Jan 1, 2001
APPLICATION FOR PLUMBING AND GAS FITTING PERMIT
OF FIXTURES TO BE INSTALLED ON EACH FLOOR
Wash3t#1t- FIOor HULo.
.,y '.:' Washer
Trav tii<'_ Drain
PLUMBING FIXTURE RATES: NO. RATE TOTAL JOB
New Fixtures
Old Opening, New Fixture
Beer Dispenser
Blow Off Basin
Catch Basin
Rain Water Leader
Sump/Receiving Tank
Water Treating Appliance
Water Heater -Electric
Water Heater - Gas**
Gas Range"
Gas Dryer•;reventer
Back Flow Required ( )Yes () No
Type
$ 7.00
$ 4.00
$ 5.00
$ 7.00
$ 7.00
$ 7.00
$ 7.00
$10.00
$ 7.00
$10.00
$10.00
$10.00
$15.00
Reinspection Fee $47.00/Hr
ALL OTHERS AND/OR REPAIRS AND ALTERATIONS
1.5% of Value of Fixture or Appliance
Rz
Elec
The undersigned hereby makes application for a permit for the work herein
specified agreeing to do all work in strict accordance with the city codes
and rulings of the Building Division, and hereby declares that all the facts
and representations stated in this application are true and correct.
Owner
Building Used t�o'-5l
Estimated Cost PERMIT NO. �r a
PLUMBING COMPANY �� L22
SIGNED BY6v.X�S--TEL NO 20 t/
4��
Approved By e�LRough-In Date Final
State Surcharge $ .50 , PERMIT IS '
MINIMUM IM FEE .� R ANY PLUMBING/GAS -
TOTAL FEE $ aD � b PLUS THE S.50 STATE SURCHARGE
COMBUSTION AIR SHALL BE PROVIDED PER UMC SECTION 504(A) AND TABLE 6-A. COMMON VENT INFO ON BACK SIDE
COMMON VENT, VENT CONNECTOR AND COMBUSTION AIR VERIFICATION
When replacina an existing furance, the undersigned hereby verifies that the
venting has been examined and is free from rust, deterioration, obstructions,
and is securely supported and firestopped where required. Yes ( ) No ( )
The venting system is plastic/PVC and meets all current codes and manufacturer
specifications including sizing, length, number of elbows and termination. Yes ( ) No ( )
The undersigned also verifies that the replacement unit is a listed assembly
and meets the current codes and manufacturer's specifications. This does
include AGA-GAMA Category I Central Furnace Venting Tables for fan
assisted and natural draft appliances. Yes ( ) No ( )
The existing combustion air is sized and installed to meet the current codes
and manufacturer's specifications. Yes ( ) No
When required to install a new combustion air, it will be sized and installed
to meet the current codes and manufacturer's specifications. Yes ( ) No
When Installing a new venting system, the undersigned hereby verifies that
it is a listed assembly and meets the current codes and manufacturer's
specifications. This does include AGA-GAMA Category I Central Furnace
Venting Tables for fan assisted and natural draft appliances. Yes ( ) No
Is the common vent and vent connectors sized and installed correctly after
an appliance has been removed from the common vent and vented
separately as per current codes. Yes( ) No
Appliance Type and Size/Common Vent and Vent Connector Information
Appliance #1 Type BTU Input Fan Assisted or Nat
Appliance #2 Type BTU Input Fan Assisted or Nat
Appliance #3 Type BTU Input Fan Assisted or Nat
Total Appliances _ Total Btu Input
Common Vent Type Vent Height Diameter inches
Appliance #1 Vent Connector Height ft Length ft Diameter in Type
Appliance #2 Vent Connector Height ft Length ft Diameter in Type
Appliance #3 Vent Connector Height ft Length ft Diameter in Type
ALTERATIONS: (Describe)
HEATING CO:
Signed By: _ Date
I�
CINOE
FRIDLEY
FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 • (763) 571-3450 • FAX (763) 571-1287
January 18, 2002
Ms. Sandy Mackenthun
5502 West Danube Road NE
Fridley, MN 55432
Re: Final Inspection at 5502 West Danube Rd NE
Contractor: Shiloah Water Co
Dear Ms. Mackenthun:
A plumbing permit was issued on April 6, 2001 to install a water softener at your
address. According to Section 4715.2800 of the State Plumbing Code, a final
inspection shall be conducted on the work authorized by this permit. As of this date,
no final inspection has been called for.
The permit fee that was paid covers the inspection to make sure the work was
completed according to the Code. We will keep your permit open for another 30
days and if we do not hear from you within this time to set up the inspection, we will
mark the permit "no inspection called for" and take no further action.
To set up the inspection or to have any questions answered, please contact the
Building Inspection Division at (763) 572-3604.
Sincerely,
M,
Inspector
DJ/mh
CITY OF FRIDLEY INSPECT iUN DIV.
6431 University Ave NE
Fridley, MN 55432
763-572-3604
Basement
Floor 1
Floor 2
Floor 3
Floor 4
J 9.0
APPLICATION FOR PLUMBING AND GAS FITTING PERMIT
MARK NUMBER OF FIXTURES TO BE INSTALLED ON EACH FLOOR
% Chnwpr
Wish
"{ Trav
;;:r:.;
3 #1 ::Floor
<...:..
tl> Drain
'' Auto.
':::.
. ^:Y:
Si'4> ; Washer
Effective On Jan 1, 2001
Heater
PLUMBING FIXTURE RATES: NO. RATE TOTAL .
JOB ADDRESS 5 % r76 W_M� )j)d w & /?�
New Factures $ 7.00 The undersigned hereby makes application for a permit for the work herein
Old Opening, New Fixture $ 4.00 specified agreeing to do all work in strict accordance with the city codes
Beer Dispenser $ 5.00 and rulings of the Building Division, and hereby declares that all the facts
Blow Off Basin $ 7.00, and representations stated in this application are true and correct.
Catch Basin $ 7.00 .200
Rain Water Leader $ 7.00
Sump/Receiving Tank $ 7.00In
Water Treating Appliance $10.00 Owner
Water Heater -Electric $ 7.00 f) i'i
Water Heater- Gas** $10.00C�;r_, Building Used As
Gas Range" $10.00
Gas Dryer" $10.00 Estimated Cost PERMIT NO.—�
Back Flow Preventer Required ( )Yes O No -,
Type
$15.00 PLUMBING COMPANY
Reinspection Fee $47.00/Hr SIGNED BY TEL N0.
'5
ALL OTHERS AND/OR REPAIRS AND ALTERATIONS
1.5% of Value of Fixture or Appliance
Approved By Rough -In Date Final Da
State Surcharge $ .50 MINIMUM FFF L ANY PLUMBINGIGAS PERMIT IS S20.00
TOTAL FEE $ Pl US THE S.50 STATE SURCHARGE
COMBUSTION AIR SHALL BE PROVIDED PER UMC SECTION 504(A) AND TABLE 6-A. COMMON VENT INFO ON BACK SIDE
COMMON VENT VENT CONNECTOR AND COMBUSTION AIR VERIFICATION
When replacina an existing furance, the undersigned hereby verifies that the
venting hasteen examined and is free from rust, deterioration, obstructions,
and is securely supported and firestopped where required.
Yes ( ) No
The venting system is plastic/PVC and meets all current codes and manufacturer
specifications including sizing, length, number of elbows and termination.
Yes ( ) No
The undersigned also verifies that the replacement unit is a listed assembly
and meets the current codes and manufacturer's specifications. This does
include AGA-GAMA Category I Central Furnace Venting Tables for fan
assisted and natural draft appliances.
Yes ( ) No
The existing combustion air is sized and installed to meet the current codes
and manufacturer's specifications.
Yes () No
When required to install a new combustion air, it will be sized and installed
to meet the current codes and manufacturer's specifications.
Yes () No
When Installing a new venting system, the undersigned hereby verifies that
it is a listed assembly and meets the current codes and manufacturer's
specifications. This does include AGA-GAMA Category I Central Furnace
Venting Tables for fan assisted and natural draft appliances.
Yes () No
Is the common vent and vent connectors sized and installed correctly after
an appliance has been removed from the common vent and vented
separately as per current codes.
Yes( ) No
Appliance Type and Size/Common Vent and Vent Connector Information
Appliance #1 Type BTU Input Fan Assisted or
Nat
Appliance #2 Type BTU Input Fan Assisted or
Nat
Appliance #3 Type BTU Input Fan Assisted or
Nat
Total Appliances Total Btu Input
Common Vent Type Vent Height _ Diameter
inches
Appliance #1 Vent Connector Height ft Length ft Diameter in
Type
Appliance #2 Vent Connector Height ft Length ft Diameter in
Type
Appliance #3 Vent Connector Height ft Length ft Diameter in
Type
ALTERATIONS: (Describe
HEATING CO:
Signed By: Date