3380 Mike Collins Dr? .
?,' INLAIBLTRDCgRPARTS
(-tL'ttfiCQt¢ df cCCIipQIiC?
WR4 D f WRgR1i
Mcparta?cut af Zaitbixg 3goection :
This Cenifcate issued pursuanr to tke requiremertts of the Uniform Buildrng Code
cenifying that at the time of issuance rhis structure was iri compliance with the various
ardinances of the City regulating building constracrion or use. For the following:
COMM. /IND B1d&Pern,;,No. 3 1488
0-pa-yType IN a Diswwl Type Ccrosc.
MIKE N MIKE COLLINS DR
?? MIKE COLLINLIq,B2,EAggNDALE CTR IND PK
Bu?E
?' .
Buildioa Otrwial r
P05T IN A CONSPICl10US PLACE
SITE ADDRESS '7•38d i k /liv1 / Unit # Permit #°L/ Jay,
G+a.,? 1
? 1 S
L B Sset?. a'N And ^ 0, L4tIc +
I INSPECTION I INSPECTOR I DATE I COMMENTS I
i.
y
.-0 , .? ? ? e? :?
INSPECTION RECORD
CITY OF EAGAN PERMIT TYPE:
3830 Pilot Knob Road Permit Number:
Eagan, Minnesota 55122-1897 Date Issued:
(612) 681-4675
SITE ADDRESS: APPLICANT:
i.,• i of I N r11a; 1 1: 1 j .i t r,r?r A rit 1 1 f.?
t t ? ?? ??
_'Jltl /tIF{
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• U
PERMIT SUBTYPE: ? TYPE OF 1NORK:
` 1 nil A?lfi 1 ir?iI ? t'A!? I
INSPECTION .. • DA
; .,
ft I;` MF1 R R 5,r .!i 1% tJ {' L H F:
• PI AN f7f V(fUf fl f
r-
L
?
?
,ij
Permit No. Pertnft Holder Date Telephone M
ELECTRIC
PLUMBING . ?S ?Qp7 a/.21
HVAC ' (! 9 To0 'Qo?`//
Inapeetion Date Insp. Comments
FOOTINGS
FOUND
FRAMING
ROOFING
ROUGH
PLUMBING
PL8C3
AIR TEST
ROUGN
HEATING
GAS SVC
TEST . AO
«q
INSUL
GYP BOARD
FIREPLACE
FIREPLAGE
AIR TEST
FINAL PLBG
FINAL HTG lc ?
ORSAT
TEST
BLDG FINAL IA4e
BSMT R.I. "
BSMT FINAI
DECK FTG
DECK FINAL
L- .
TO: PAT CEAGAN, CHIEF OF POLICE
JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR
DALE WEGLEITNER, FIRE MARSHAL
ELECTRICALINSPECTOR
PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS ? J
GENE VANOVERBEKE, FINANCE DiRECTOR
RICH BRASCH, WATER RESOURCES COORDINATOR ?
MIKE RIDLEY, SENIOR PLANNER z- ?
GREGGHOVE,SUPERV?SOROFFORESTRY 4U4 -+?e V-,Ik-#;2L
C.-ra. ra?. ?.auk
FROM: MIKE BARCK, CONSTRUCTION INSPECTOR (BUILDING) x u K K NL ikG e???NS D4
DATE: Z/
6
The _ preliminary ?construction plans for SN L-R-?) r:? i rzucae.: pA-12r5 1?-7A?, ?,-ry
are in our plan review section for your review and comment.
Please return this form to Dale Schoenoner with your signed comments and the date of
review. If you have any concerns with these plans, please so indicate on this form and notify and
resolve these issues with the affected parties. If you are requesting that issuance of the building
permit be held, please fill out the proper "hold" request form.
Comments:
Indicate any fees that are to be collected with the building permit:
AMOUNT
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
Signature
Iandscape security required
water quality dedication
pazk dedication
ttail dedication
tree dedication
ZONING?
Date
IS/FORMS-BLD/PLAN REVIEW/MIKE B
ry_'rY OF t::.Ai.:hAr'!
•.?.?.. ??, . ?:r ,?; ?...
??,,.r.;l-l:k?.?::: ". ?i?._'?:f'..:i?:f5!... ?. ICi:: 7<f.a
D:i(!' il,",ir?4l.^ TIr....: ..I?.,L.
IS
I"i°-d"1i:4 II
].N"', 1.R.(l!1'. QUi::.`:ti 1.71L•i't
.._. 90 ( 1 .y;il iCt f S=` {-1_
1 /
..if1!;:'::l RcV,:ttdl:I.j.t FI;TII:i11at,",
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7_Mit:R .(7')f: NFlNCY
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.; ..'I,i_rr„ci:i.
; ., f"1i 11 `,: j.ji 1
16.214..Pt
PERMIT
= CI•TY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55122-1897
(612) 681-4675
PERMIT TYPE
Permit Number:
Date Issued:
suzLozNs
031A8$
02J24/9S
SITE ADDRESS:
3380 MIKE COLLINS DR
LOT:7_0I -13 BLOCK: 2
EAGANDALE C7R INDUSTRIAL PARK 4TH
DESCRIPTION:
INLAND TRUCK PAR7S
ElLuiz1Elxi1i.-Perm3t 7ype COMM./IND.
1 d4 iRg-W',ork Type
,B Lt 1 NEW
,
oc 85153W4
9 CqnstftfpG?d?t T, e II N
?
Buald'rns? I
e?ac???`
? 120
.
F 100 -
av?'?-,"
G?7??h t;?,? ?" ` 329 12 . 0 0 0
TNDUSTRSAL
? ma
?? . , .
z
? ? ? ?? ? ' sM
?
REMARKS:
S & W PLBR -
PLAN REVIEWED BY MTKE BARCK
FEE SUMMARY:
VALUATION
Base Fee
P1an Review
Surcharge
SAC
SAC %
SAC Units
Subtotal
$2,612.25
$1,697.96
$222.50
$2,000.00
100
$6,532.71
$445,000
S/W PERMI7
S/W 5URCHAR6E
TREATMENT PL
PARK pED
TRAILS OED
LANDSCAPE SECUR
CITY SAC
Total Fee
$100.00
$.50
$88/8?.D0
$29 2C MV.e e
$1,233.00
$5,0@0.00
$20@.00
$16,214.21
CONTRACTOR: - Appiicant -
ftYRN CONST INC, R J 28664632
8511 CEDAR AVE S
MTNNEAPOLIS MN 55423
(612) 866-4632
OWNER:
MIKE COLLTNS PARTNERSHIP
3380 MTKE COLLIN5 OR
EAGAN . MN
1998 BUILDING PERMIT APPLICATIOM (COMMERCIAL)
CITY OF EAC+AN
681-4675
Submit followinq to obtain necessarv Dertnit
? 6pq,20
D? ?()3 (rQ
FoundaGon Onl New Construction Interior Im rovement
sWGural plans (2 eets) archkedunl plans (2 sets) architedurol plans (2 seb)
civil plans (2 sets) struGUrel plans (2 seta) code anaysis (1) "
eode anatysis (1) " avil plans (2 sets) projed specs (1 set)
soila report (1) landsceping plans (2 sets) Key Plan
proJedapecs (t) codeanalyso (1)" energycalalations (t)ndalways«
Speaal Inspections 8 TesHng Schedule " soils report (1) EleUric Power & L'gMing Fortn (t) not aMays "
SAC determinadon letter irom MC/WS - SAC detertnination letter Trom MCM/S - SAC detertnination letter from MGWS -
cali 602-1900 call 602-1000 call 602-1000
Speciel Inspedions 8 Testing Schedub (t) "
projed specs (1)
energycalwlations (1) "
Electric Power 8 Li htin Form 1 "
" Contacl Building Inspections for sample
Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 215-0700 for detafls.
DATE:
DESCRIPTION OF WORK: ?c?s?az?T WORK TYPE: ?c NEW _ REMODEL
CONSTRUCTION COST: TENANT NAME:
SITE ADDRESS:
SUITE #:
LOT-a±?ZBLOCKX ?- SUBD.?'n??_.?.s C??-_Lc?n._?c,oU P.I.D.#
ZU I
PROPERTY
OWNER
CONTRACTOR
Name: ? '/'/I Kc- Phone #:
Last First
Street
City State: Zip:
Company: ? •? ?? .,J :,.Y?i .Jc?i ra-,? Phone#: g(,?,
Street Address:?!/ License fl
=1 cHFiGC.r, State: M x,. Zip: S S1-7,3-
City p
,
ARCHITECT/ rr L?
ENGINEER Company: 69r4' -14,Phone#: 7sS- /2-1I
. D _ Reg?s6ahon #: ?? ?O'
sc?t naares5: 3 » s /_ ?
? i
? ?Cjfy?
Sevrer
sewer & water):
1 hereby acknowledge that I have read this application and state thal the iMOrtnetion is correct and agree io comply with ail epplicable State of
Minnesota Statutes and Ciry of Eagan Ordinanees.
Signature of
OFFICE USE ONLY
BUILDING PERMIT TYPE
? 01 Foundation
? 18 Comm./Ind.
WORK TYPE
)2?,31 New
O 32 Addition
GENERAL INFORMATION
`0 19 Comm./Ind. Misc.
? 20 Public Facility
? 33 Alterations
? 34 Repair
i ? ?8, rcj
? 21 Miscellaneous
? 35 Tenant Finish
? 37 Demolition
Const. (Actual) zCnl - Basement sq. ft. MC/WS System '
(Allowable) ?tnr FirstFioorsq.ft. 12.000 CityWater
UBC Occupancy sq. ft. Fire Sprinklered
Zoning z-1 sq. ft. Census Code 320
# of Stories i sq, ft. SAC Code -?? 0
Length ,zo • sq. ft. Census Bldg. 0 1
Depth /do. Footprint sq. ft. , z, o0o Census Unit /
APPROVALS
Planning Building AA0 Engineering Variance
PermkFee 2?(oiz.z? Valuation: $ 4y5r000,-
Surcharge zz2. so
Plan Review J, 6; 7. q ?
MCNI/S SAC z,ova. au (Z ,,... }s .. ' 00? )
CitySAC 2-00,00 (2 u-:+s r tvo)
Water Conn. 0 p"„it,Oy r.11,r4pd
S/W Permit 100.00
SNV Surcharge . sv
Treatment PI. 88g, oo ?z o^; 45 x uvy,oo)
ParkDed. zT ._ 37xi(-sv.-)
Trails Ded. i, 2 a3.- (r. 37 K qoo. -)
Water Qual. dd
Other s, o00
Copies ?
Total:
% SAC t?
'Y
SAC Unks y
Meter Size
U?? ?Cs ??
APPROVED BY:
CITY USE ONLY
RECEIPT #: q 3 S-p ?
RECE[PT DATE 10 - ( S -
1998 i'LUb!$1Nfi P£RhI1T (COMIdERCIAL)
CITY OF EAfiAN
S$SO P1LOT KNO$ RD
EA&A1V,1NN 55182
(612) 6$1-4675
Pleue complete for:
Date:
Description of Work:
all commerciaUindustrial buildings
multi•farnily bui[dings when separate building pertniu are not required for each dwelling unit
backflow preventer to be installed in commercial areas or residen[ial boulevards
Work Type: _ New Bldg. _ Add-on _ Repair _ U.G. Sprinkler _ RPZ
To inquire if Pressure Reducing Valve is required on new service, ca11681-4646.
fEF..S
1% of contract price or $25.00 minimum Contract Price:
x 1% _ $
COMPLETE THIS AREA ONLY IF INSTALLING LINDERGROiIND SPRINKLER SYSTEM
Service: Existing (if coming off domestic line) OR _ New
Backflower Preventer Permit Fee»»»»»»»»»»»»»>>>>>>>>»>>>>>>> $ 25.00
Water Flow GPM
Water Meter 1" (a3 $189.00 or 2" Turbo @$871.00
lt "new servtce" add Water Permit $ 50.00 =
State Surchazge $ .50 =
WAC $ 807.00 =
Water Treatrnent $ 444.00 =
Perroit F.ee $ a5- y
Stare surcharge is 5.50 per $1,000 oF ep rmil fee or minimum of $.50 per pertnit
Stah Surcharge S
50
Totat Fee $ C.9 5• `S v
7 ,/netZ.t - U"/ ? . ,... - J?
I hereby acknowledge that I have read this application, stare that the information is wrrect, and agree to wmply with all applicable City
of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liabiliry for any
damages caused by the City during its normal operational and maintenance activities to the facilities consRUCted under this permit within
City property/right-of-way/easement.
SITE ADDRESS: 3 3 gb 7i7 /iYG C o 41/,,v S ? K
TENANTNAME: 1?/ /N-.+Jz ? ?tcf? Y/9?LTS
INSTALLER NAME: V,4 I/ e v /Ollv?vt d/.t/4 Ce TELEPHONE #: y Q z- Z/ ZL
/ n
STREET ADDRESS: ?a Z3 !?t v e
C,TY: 3-Lix d
STATE:
Z,P: SS3SZ
?
!
CITY USE ONLY
COMMERCIAL PLUMBING PERMIT -1998
METER SIZE
Domestic
Irrigation
UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLI)
PRV Yes No
To determine meter size
' See if it is indicated on back of Building Inspections cazd
' Enter address in PIMS Screen 301 to obtain S&W permit tk
' Check PIMS Screens 110 (Remarks)
' If gallons per minute are less than 25, a 1" meter will be required. If gallons per minute aze more than 25, a 2" turbo with strainer
will be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspector if Licensed
Plumber does not know GPMs.
Before selline meter
* Check PIMS Screen 320 for aooroval of inspection results. No me[er will be sold beFore all sewer and warer inspections are complete
on a new service. If new service lines are not required, one check may be written for meter and permit costs. Write meter type and
size on receipt, code to 3716-9220 (meter portion only), and farwazd copy to Utility Billing Clerk.
• Enter meter size, type, receipt #, date & amount paid on PIMS Screen 10. Copy of receipt should be given to Utiliry Billing Clerk.
Miscellaneous Information
• The installer is to contact Building Inspections at 6814675 for inspection of the inside water line and backflow preventer. T'he Central
Maintenance Division may be reached at 681-4300 for water tum-on.
' [f ineter is over 5/8", notify Central Maintenance so they can tell you if there is one in stock before plumber goes over there.
CD/Permit forms/plbg permil (comm) 1998
?
? CITY USE ONLY
L C4OI BL 4-
SUBD.S" ( "?• ?Y?.?'- 13?.#f
RECEIPT #: g-p??
RECEIPT DATE:
1997 M£Cfii4NICAL P£R11dIT (COIHAIEiCIi4L)
CITY Of £i4fiAN
3$30 P1LOT KN08 ftD
KAHAN, b!N 55182
(612)681-4675
Please complete for: all commerciallindustrial buildings
multi-family buildings when separate permits are not required for each dwelling unit
DATE: ,3-11- ?r CONTRACT PRICE: /S i70 o. il O
WORK 1I'PE: _ NEW CONSTRUCTION _4 INTERIOR IMFROVEMENT
DESCRIPTION aF WORK: `I s-h,4 ),,,-/)U- _'-/ Iin, f PY.1 ! J
FEES: 1% of contract price OR $25.00 minimum fee, whichever is greater.
Processed piping - $25.00
CONTRACT PRICE x 1% / S O. 4 D
PROCESSED PIPING
PERMIT FEE
STATE SURCHARGE . SO
TOTAL 10-0. 50
SITE ADDRESS:
OWNER NAME:
($.50 per $1,000 ofueimit fee due on all peimits.)
LL-/='
PHONE #:
TENANT NAME (IMPROVEMENTS ONLl): ?"d ParTS
INSTALLER:
ADDRESS: ?rq )Ff" PHONE #: 7Iff-Da fl
CITY: cSf? AZUQ ? STATE: /?'l./Y ZIP: S?
OF PERMITTEE CITY INSPECTOR
-3 7 7 ffo `1
CITY USE ONLY
LOT BL
SUBD.
RECEIPT #:
RECEIPT DATE:
1997 MECHA1VICAL P$fiMIT (RESID£NT1AL)
CITY OF f1kfiAN
S$SO PILOT KPOB Ri)
gikfiAA bIN 55122
(612) 691-4678
Date:
Complete this section an[v if you aze nvstalling HVAC in single family, townhomes or condos under
construction and not owner /occupied
• HVAC: 0-100 M B T U $ 24.00
ADDITIONAL SO M BTU 6.00
• Gas outlets ( minimum of one required @$3.00 ea.)
• State Surchazge: .50
• TOTAL:
Complete this section onlv if you aze remodeling, adding to, or repairing existing single family dwellings,
townhomes, or condos. Note: Mechanical permit is not recuired for alteration/add-on to ductwork in
existing residential units; but is required for the following:
Install fumace
Install air exchanger, i.e. Vanee system, etc. _
Minimum fee applies to all remodel or add-ons of existing residences
State Surcharge
SITE ADDRESS
OWNER NAME:
INSTALLER NAME:
STREET ADDRESS:
CITY:
Install air conditioning
Other
$ 20.00
.50
Total: $ 20.50
PHONE #:
PHONE #:
STATE: .
SIGNATURE OF PERMITTEE
JS/FORMS BLD/MECH PERMIT (RES) - 1997
" I, q?OI BL CITY USE ONLY RECEIPT #: O 9dp CQ
SUBD. RECEIPT DATE: 6CY/
1998 PLZ7MBING PERMIT (CObItdERCIAL)
CITY OF EAGAN
3630 PII,OT lINOB RD
EAGAN, I+IIi 55122
(612) 681-4675
Please complete for: all commerciaUindustrial buildings
multi-family buildings when separate building permits are not required for each dwelling unit
backflow preventer to be installed in commercial areas or residential 6oulevazds
Date: I1 °" Work Type: New Bldg. _ Add-on
Is Water Meter Required? ',)c Yes No Water Flow
To inquire if Pressure Reduciog Valve is required on new service, ca11681-4646.
FF'.rES
1% of contract price or $25.00 minimum
Contract Price: $ q U .o x 1% - g 114 u-
THISAREA IFINSTeILLING
Service: _ Existing (if coming off domestic line) OR _ New
Backflower Preventer Permit Fee
Water Meter 1" @ $185.00 or 2" Turbo @$846.00
If "new service" add Water Permit $ 50.00 =
WAC $ 780.00 =
Water Treatrnent $ 420.00 =
City Installed Tap $ 300.00 =
$ 25.00
$
Permit Fee $ 1 L-1 u '
State surcharge is $.50 per $1,000 a£ ermit fee or minimum of $.50 per permit State Surcharge $
. S-?
TatalFee $ 1410• 58
I hereby acknowledge that I have read this application, state !hat :he informarion is correcf, and agree to compiy wiih ail applicable City
of Eagan ordinances. It is the applicant's responsibility to notify the property owner thaz ttie Ciry of Eagan assutnes no liability for any
damages caused by tbe City during its normal operational and maintenance activities to the Facilities constructed under this permit within
Ciry property/right-of-way/easement.
SITEADDRESS: (?gO rn"
TENANT NAME: 1 n Iu nCI Zru c k
INSTALLER NAME: ' J e I I ? . ? ? ? 1-' } C' - -T- TELEPHONE #: ?y a- a'I 21
STREET ADDRESS: bJ 0-!c? vi -?
CITY: __?t/rdn/ STATE: ZIP: 5j ' r a
Repair _ U.G. Sprinkler
GPM
SPffiNXLER SYSTEM
SIGNATURE OF PERMI7TEE
CITY USE ONLY
COMMERCIAL PLUMBING PERMIT -1998
METER SIZE PRV Yes
Domestic
Irrigation
UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLY)
REVIEWED BY:
Building Insp?
No
4- 1?11 - 241
Da[e
To determine meter size
* See if it is indicated on back of Building Inspections cazd
* Enter address in PIMS Screen 301 to obtain S&W permit #
' Check PIMS Screens 110 (Remarks)
* If gallons per minute are less than 25, a 1" meter will be required. lf gaWons per minute are more than 25, a 2" turbo with strainer
will be required. This informafion is to be supplied by the designer of the system. Consult with Plumbing Iospector if Licensed
Plumber does oot know GPMs.
Before sellina meter
' Check PIMS Screen 320 for aooroval of inspection results. No mefer wiil be sold before ail sewer and water inspecrions aze complete
on a new service. If new service lines aze not required, one check may be written for meter and permit costs. Write meter rype and
size on receipt, code to 3716-9220 (meter portion only), and forwazd copy to Utility Billing Clerk.
* Enter meter size, rype, receipt #, date & amount paid on PIMS Saeen I10. Copy of receipt should be given to Utility BIlling Clerk.
Miscellaneous Information
' The installer is to contact Building Inspections at 6814675 for inspection of the inside water line and backflow preventer. The Centtal
Maintenance Division may be reached at 6814300 for water turn-on.
* If ineter is over 5/8", notify Central Maintenance so they can tell you if there is one in stock before plumber goes over there.
JS/Forma.bld/p16g permit (comm) 1997
4kbp
city of eagan
MEMO
TO: DALE SCHOEPPNER, ASSISTANT BUILDING OFFICIAL
AALE WEGLEITNER, FIRE MARSHAL
PAUL OLSON, SUPERINTENDENT OF PARKS
PUBLIC WORKS/ENGINEERING DEPARTMENT
MIKE RIDLEY, SENIOR PLANNER
DIANE DOWNS, UTILITY BILLING CLERK
CHARLIE BORASH, TJTILITIES
FROM: BILL BRUESTLE, SENIOR INSPECTOR
DATE: MAY 29,1998
SUBJECT: FINAL INSPECTION OF INLAND TRUCK PARTS
1201, 112, EAGANDALE INDUSTRIAL PARK 4TH ?
U..?i.?
The Protective Inspections Division will be performing a final inspection of 3380 Mike
Collins Drive on June 15, 1998.
If you aze requesting that the Certificate of Occupancy be held, please fill out the proper
hold request form. Failure to return the hold request form will be considered your approval. The
person, or department, requesting the hold is responsible for notifying and resolving any
problems with the affected parties.
/js
CD/bldg insp//final insp - comm hldgs
1998 BUII.DING PERMIT APPLICATION (COMMERCLAL)
CITY OF EAGAN
681-4675
Submit followino to obtain necessarv oermit
i ?-, i )?.i4,:>i
Foundation Onl New Construction Interior Improvement
stNCtural plans (2 sets) architedural plans (2 sets) arthitedural plans (2 set5)
civil plans (2 sets) atructurel plans (2 sets) eode analysis (t )"
code analysis (1) ? dvil plans (2 sets) project spea (1 set)
soils report (t) landscaping plans (2 sets) Key Plan
projeetapecs (1) codeanaysis (1) " anergycalculations (1)notalways ^
Special Inspections 8 Testing Schedule " soils repoR (7) Electric Powar & L'ghting Fortn (1) not aMays "
SAC detertnination ktter from MCNYS - SAC determinatlon ktter from MCANS - SAC detertnination ktter from MCANS -
call 602-1900 call 602-1000 wll 602-1000
Special InspeGions & Testing Sehedule (1) "
Prolea sPeos (7)
energy Calculatians (7) "
Electric Power 8 Li htin Fortn (7 °
---- -.?...V ...?r??..?..? -. .......v..
Food & Beverege or Lodging facilifies: Plan must be submitted to Minnesota Department of Health. Call 2150700 for details.
DATE:_
DESCRIPTION OF WORK: (cti.?:erT ..
CONSTRUCTION COST:
SITEADDRESS:?????
SUITE #:
LOT / 941' BLOCK V 2- SUBD. ?n..p_,rr? /7. P.I.D. #
201 ?cT ??k rt5/
PROPERTY
OWN£R
CONTRACTOR
Nazne: ? /.?i k::: ? ?=o??,:,_? •?,e;,?,?-?r ,? Phone #:
Last First
Street Address:
City
SWte: Zip:
?
?
PhoneM:
Street Address:!z?: / S Licrnse #
?.?
Ciry State: M a , . Zip:
nxcxiTEcri
ENGINEER Company: P6one#:
,
•, ,
Registration #: ?''?.? tv 1
?
Street Addresr. ,
..., 3 ?,. 111111
Sewer ?(,?4ater lioensedptumtier-(enty.ilinstalling sewer 8 water):
State: <?' , . Zip:
I hereby acknowledge that I have read this applicalion and state that the information is correc[ and agree to comply with all applicable State c
Minnesota Statutes and Ciry of Eagan Ordinances. z, ,
WORK NPE: ? NEW REMODFL
TENANT NAME:
Signature of Appli F- `
OFFICE USE ONLY
BUILDING PERMIT TYPE
? 01 Foundation
? 18 Comm./Ind.
WORK TYPE
?31 New
? 32 Addition
GENERAL INFORMATION
`0 19 Comm./lnd. Misc.
? 20 Public Facility
? 33 Alterations
? 34 Repair
Const. (Actual) ? +J Basement sq. ft.
(Allowable) First Floor sq. ft.
UBC Occupancy sq. ft.
Zonin9 sq. ft.
# of Stories ? sq. ft.
Length 120. Sq. ft,
Depth /;,o ' Footprint sq, ft.
APPROVALS
Planning
Permit Fee
Surcharge
Plan Review
MCNVS SAC
City SAC
Water Conn.
S/W Permit
S/W Surcharge
Treatment PI.
Park Ded.
Trails Ded.
Water Qual.
Other
Copies
Total:
Building ioR
. ? , , .
? 21 Miscellaneous
? 35 Tenant Finish
? 37 Demolition
MC/WS 5ystem '
? 2.00o City Water
Fire Sprinklered
Census Code 3zo
SAC Code --; O
Census Bidg. o i
Census Unit /
Engineering Variance
2 r,1 z. zs Valuation:
222. St7
i,6,7.?7?
?UO.oo
00 /z u.,;+.s x <rvV.oo1
zz(,c. - (i. 3y x ic.co.-1
1,233.-
? ?i.'?7 X ?IOO•-)
% SAC
SAC Units z
Meter Size
$ 4 vs1 Dvo.-
?-
;;V?;,?n:"f?1?-;?i?>?
?, . .. ? . ".??... ..- i
n..4 ..??,.
? Metropolitan Council
Working for the Region, Planning for the Future
Environmental Seruices
January 27, 1998
Joe Voels
Construction Analyst
City of Eagan
3830 Pilot Knob Road
Eagan,NIN 55122
Dear Mr. Voels:
The Metropolitan Council Environmental Services Division has deternuned SAC for the
Inland Truck Parts to be located at Mike Collins Drive within the City of Eagan.
This project should be charged 2 SAC Units, as deternuned below.
Charges:
Office
3000 sq. ft. @ 2400 sq. R.lSAC Unit
Warehouse
6000 sq. ft. @ 7000 sq. ft./SAC Unit
Maintenance
1700 sq. ft. @ 7000 sq. ft.lSAC Unit
If you have any questions, call me at 602-1113.
Sincerely, ?
Jodi L. Edwards
Staff Specialist
Municipal Services Section
JLE:
98012752
cc: S. Selby, MCES
Carolyn I{rech, Fittance DepaRment, Eagan
Tom Hastings, Hastings & Associates Inc.
230 East Fifth Street SL Paul, Minnesota 5510 1-1633 (612) 222-8423
SAC Units
1.25
0.86
0.24
Total Charge: 2.35 or 2
Fax 229-2183 TDD/T1Y 229-3760
An Equnl pprortwi[y Empio?r
ENERGY CODE ANALYSIS
JOB NAME Inland Trucle
Gross Wall Area #1-5 9,690 Sq. Ft. x 0.230 U= 2,228.70
Gross Roof Area #6-7 12 , 000 Sq. Ft. x 0.045 U= 540 . 00
TOTAL Sq. Ft. x U 2, 768. 70
ACTUAL CONSTRUCTION SQ. FT. X U
1. Single Glass Sq. Ft. x U=
2. Double GIeSS 341 Sq. Ft. x 0.540 U= 184.14
3. Triple Glass Sq. Ft. x U=
4. Door - H.M. Type 1 84 Sq. Ft. x 0.250 U= 21.00
O.H. Type 2 496 Sq. Ft. x 0.250 U= 124.00
Type 3 Sq. Ft. x U=
5. Net Wall - Type 1 2,739 Sq. Ft. x 0.084 U= 230.08
Type 2 6,030 Sq. Ft. x. 0.230 U= 1,386.90
Type 3 Sq. Ft. x U=
TOTAL #1-5 9, 690 Sq. Ft.
6. Skylight Sq. Ft. x U=
7. Net Roof - Type 1 12 , 000 Sq. Ft. x 0.045 U= 540.00
Type 2 Sq. Ft. x U=
TOTAL #6-7 12,000
Actual Construction U x Sq: Ft.
is Less Than Code Requirements
ENERGY
TOTAL Sq. Ft. x U 2, 48 6.12
I hereby ce.la plan, aclHCatlon or report wea prepared by
me or u ir d Mat 1 sm a duly Ragiatered
Engin untlerthe fhe anfMinneaota.
o.te _ l, L 1? 149?_ a.p. rb. 9673
SPECIAL INSPECTION AND TESTING SCHEDULE
(To be used in accordance wlth the "Guidelines for Special Inspection and Testing")
Project Name
INLAND TRUCK PARTS
I MIKE COLLINS NORTH OF YANKEE DOODLE I
ProJect
Permit
Street Address
City, State
I EAGAN, MN 55121 1
SPECIAL INSPECTION SCHEDULE
Specification Report Assigned
Sectlon
Article Description Type of Firm Frequency Firm
1701.5 4.2 REINFORCING STEEL SI PERIODIC BRAUN
1701.5 6 HIGH STRENGTH BOLT SE PERIODIC BRAUN
TESTING SCHEDULE
Spec'rfication Report Assigned
Section
Artlcle Description Type of Firm Frequency Firm
1701.5 1 CONCRETE FOUNDATION TA SET/100 CU.YD BRAUN
1701.5 13 GRADING AND FILLING TA WILL CALL BRAUN
ACKNOWLEDGEMENTS
(Each appropriate representative must sign below):
Owner. Firm: Date:
Contra Flrm: R.J. RYAN Date: Z? fic.
Architect: irm: LAMPERTARCHITECTS Date:
SER: Firm: STROH ENGINEERING Date:
SI: Flrm: BRAUN INTERTEC Dace: /? 98
* SI/ „ Firm- Datw
A: Firm: BRAUN INTERTEC Date: ZlklgvP
TA• Firm: Date:
F Firm: Date:
F: Firm: Date:
Legend: SER = Structural Engineer of Record
TA = Testing Agent
SI = Speciallnspector
F = Fabricator
Accepted for the Building Department by
Date:
Tesnrvc
WED 10: 39
6128660390
RJ RYAN CONSTRUCT]ON INC FAX N0. 6128660390 P,01
? iR??an
Construction, Inc.
__._.?.....__.. _,?___._._._..__.._._...__ io61 .41A5 {
6511 Cecld+' Avanu9 SouN • Miouieapolis, Minnesota 55423 •` ? ?
.?_ (812) 888-0632 ' Fax 866-0390
To. ...? 1?. ? ..-?.
From.
, ate
Prajeci:M???_.4
Total Pages (includdng Cover Page): ____ jQ-?...
An Equal Opportunily EmPla}rer
6128660390
JUN-17-98 WED 10;40 RJ RYAN CONSTRUCTION INC
JUn' 17 ' 98 11= B2 HRRUIY IIVTERTEC
BRAYN`"
(NTERTEC
FAX N0. 6128660390
P. 2
.ftvm infatec fa.po.oxo"
6950 Wasl 14EIh Sbpt. $uke 131
AppW Vdly, Minnesoto 351248510
6124314493 Fac:431-3084
f.11g7rvean wrul5ciqnlrsry $cyr)hg
Aa B071 trnd Nolaol Environvxada
hTnO 17, 1$98
P?wJect B017X-98-0"C
C'.B. CoD7maa'Gi31
c/o Mx_ Bc3an Tro[nbley
R,J. Ryan Coustmction
6500 Cedar Avenue Sowlr
A+Iinixeapolis, M1d 55423
nr,at N[r. Tmmblay;
Rs: 5uanmaty Repprt for L'xcavation 06sarvatlons, Coa+pactaaa Tasftg qarvlce:v aad
Struetural Sxedl Nondegpnectlva Tucamanation Serv2eca, Intand Truck pazts, Mike
Collius pcive, Eag3ce, M3msesota
As yau author?zed on Pebruaxy 4, 1998, we have pexformed eceaYafion obeervations,
coenpactIon testing anc] stnactural stsel nondestuctive "mlr,ation serv9ces for the fnland
1'ruck Parta naw faciltty In Fagan, M[lnnesota. This report trnov3de.s a snmmary of our
c0n9Lcc1CetUR tE56bng SCxI+iCC3. .
A,vaIJub16 InPanmzttinn
We wwres provldud with a uti11[y plaa, a gcading and a pavinf: plan prepared by Westwoofl
I'ro4esslonal Serviees, Iac., da2bd Jaauaxy 29. 1998. We understaad iha building wiE1 ba a
oak-siqry, slab-ou-gracle xtracWre supported by typlcat aprml foorings designed for a aoil
bearing prmure oY up w 3,000 ponnds pea sqexare faot (pat), Sauetucal pl•ans for the
buildipg were available oa-site yt the tlme of our iaspoctions.
kxcawativn 03sservati(oins
Erccavadon obseroatiniu wera condueted fxom March 2 thrvuigh 13, 1998, by a senior
eraglax4ering asslsgant. '1`he excavarlon observatinaa conalsted of o6sarving the aolls axposad in
tkke bortom and side vvaSix of the tootlhg snd ooiumn pad exc,?vations. 'I'ho approximate
consistancy or density of the scitls eacountereQ was estimated by Judging We force reqlred W
acPvance random, sha[iow (a6ouk 3feet deep) haW ausar protw. 3a31 elaseifirations were
detexnnanE:d tn accorriance with t}ia Amerlcan Sooiety for Trseiag and Mazeri?Ja (ASTIu)
penc;edaras by axtuniraimg tha 5and augar pmhe cuttinBs.
"Ches sn31s encounte.red xenera(Iy consisted of nateyrally deposi2ed Si1ty sauds wrich were Judged
to be In a[neAium dcr+se condit9on. 'rhe nature[ soils eucounrorad wero judiv? to be auatabte
for footing svppott.
P. 02
6128660390
JUN-17-98 WED 10:40 RJ RYAN CONSTRUCTION INC FAX N0, 6128660390
• JUN '17 '9£3 11l02 BRRUN TN7ERTEC
C.B. Commaclal
Projact BO1DX-98-0Z9C
lune 17, 199$
Paga 2
Cornpactjon Tesa6nB
P.3
Compacuon tesia 1 thmugL 9 were pmformad on the backfLl pleced to r„Stablivh lnterlor flovr
Riab subgradn. 'S'hese casts nxet or exceedad tho minimum d.:tulry requireu,cnts of 95 parcear
ue scerainre Froctnr denslry.
Compa<:aoa tes[s 501 i€irough 507 ware performed pn the Dk?ckfill placad W er;tablfsh extarior
pavement aubgrade ebove u[Uities. Thase tests mee or erzcee4ed the mintmum deneiry
requirnmants of 95 percxnt of standard Proc[or densrty W wflhIn 3 feet of 6aished grade and
100 purcept of stand ard Pcocros deasity in the uppaz 3 faet k pavmunnt ueas. The
compaction teyt reponv and Procwr ara auacLed to rhfa repa rt.
,"c,rvctursl Steel NoniBeostructive Eacaminations 5ervScea
Scructural steel nondestructiva exaalinatioos services were pcrformed on this pr ject as
a?.itLnrizecl. '['hysn svrvlces were conQnc.'ted on ivlay 1, 1998; an an on-catl bas . The
observatioas wece peaformad Dy Mt. lod Aisum, a lerrel T[ ochnician qualitiad as an
Tmternnzional Coa.Ferrnce uf Bupdiog Officials (TC80) ceitifir+d epecial iaspoMO for sBucd?raI
s+.eel ond wc.tding.
vtsual weld examioations were con0uded In accordance wifl• Americaa Weldln 5ociaty
(AWS) 01.1•1994, Swtiviis 3,6 antl 8.15 reyuiremew, 't'hEs obseavstions found the welding
to be generally accepaabte. Exceptioas were the column w a•xuta fillet wdds at gcids 2 and 3,
B to D which were not welded at the tima of our insprction, and rho avelds found along grid
A ancl griA E where ilir, we3d pattern for the declc ie 12 inchc, on center Instead ot'the paltnrn
sliown on deta#1 4/E1. Bolting observadoas were au,ducted randomly and appeacad
scceptable.
Fi•oolroll pbxwvatiosls
Pr1or to paving, the subgrade was proofralled with a inaded tandean axla tnack. Aased oa tho
nrouerotl, the subgr:ule w2s Jtadged to be suhabla for paveazeM suppoct.
Snnap?;Wy
Based on tha r:sulu of our excxvasioa obsazvations aad haad auger probes, it is aur opinion
the natux:il soils encountered nre sultable for fbuadation supp,rrt.
Ba.secf on the results of our eompaedoe tesu, it appeara the fi d solls place4 met tha projccx
requirt;monts and are judged to suttable Por floor slab suppost.
Basad on the resulcq of our utility rmnch ba"Fl compacEion cesrs and pcoo5oll obaerv'ation, it
appaazs tkie subgrade ts adequate for pavemenf suppo[t.
P. 03
6128660390
JUN-17-98 WED 10:41 RJ RYAN CONSTRUCTION INC FAX N0, 6128660390
. 7UN• 17 ' 98 ] 1= 63 BRRUIY INTERTrC C.S. Commerdal
Project BQD7C-9&-029C
Juoe 17, 1998
Page 3
P.d
riased on the resutts of ous sauctural ateai noadesauaive eaymiaatioa servicen, k appam Wo
weiAing end boising completed a< the time of our slu r+lsit ntiet the pmject cequiremeaa., The
oxceptioras to thls aro the ru[umn to auvra fiilek welds at grl, ls 2 and 9, B to D which were noR
weided at the time. Also +he wOId aattern for the deck at grid A aad E Es 12 inches on celrtur
1nsteaJ of the pauern showu in daaII 41E!_
Gkneral Remurks
Tt should be nutod tA.at szandard penarazioa test boringx with ,powor wquipmeM were not txken
to evaluAtn the suils ac depth. However, rho soi1B which wen e vieibla end the xnsults oi the
hand augu probps fudicaze Waz the risk of detrimental seWwnent due to poor solls at depth is
very smdp and we, thus, recummend thaz it be 2s'simiad by the owner. The ooot fox taldng
soil bor;ugs to better define that rislc does not appeer wacrantad.
Sarvices perPornied by the Qdotechulcal rag4neers :Mr rhla prrlect have been wnductal with
dLat ievel of care and ak11t orQinarily exarcised 6yi members nf tLe profexvion curcendy
pnccticing ln dsis 8cwt. No watranty, exprassed ot lmplied, g maQa
Ihank you for using Riaun 7nteriec for this proJeec. if you tzve any questlons regazdSng this
rCpoR, plP.ase call Mvid Jostm or Greg Bialon at (622) 431-1493.
SinceroIy,
David w. ]osces
Senlor Bnginerxing Assisrant
Profesaional Certiticrit?on;
I lieeeby cenify that this plan, specification or report waa
prepared by me or undcr my direct supervision and tlaat I
arn a duly Registered Professlonat Engineer under the laws
of the State of Minnesou,
I-A
Ggo
??, P
Peoject 6ngine+u
Registradan Numbrr: 24017
Altachments:
Ra.pott of F'ield Compactian Tests, RepoRS 1 W 2, and 501 u- 502
Proctor Curve P-t
Spa;tal Inspector Aaily Report, Repon 1
bwj?gjb:nkyi9tl029cVtpt
P. 04
6128660390
JUN-17-98 WED 10:41 RJ RYAN CONSTRUCTfON INC FAX N0, 6128660390 P,05
, .7UN' 17 '90 11:04 HRRUN II`ITFRTEC P.5
vn MMrlaa otlon
B N Brp 6950 suew, srro 131
? AI Vf? C pC IC? C? Apple Valley, MlnnNeto 5912d8520
L 61 2.q31dJ93 Fm: 4713084
fnglnee`f and SJenlish Sorrfng
6N B;0r oM/ Nahiml Enwirw+menb
Report of F1eld Compactian 7'esEs
Data 7una 16, 1998
?S1PU(:
VIr. Brian 7YOmbley
C.D. Comntercial c/o R.J. Ryau
6511 Cedar Avanue South
Mixuzrapolfs, MN 55423
PruJect: HCJDX-98-020C Repnrl: 1
Project I1es,,ription:
Coasavctimi Macerials Testing and Special Lnipection
iul8nd Txucl: Yans
Mike Collln:, Drrve
Eaean_ Mimiesora
rst
ate
T
Soil
YD 911d
ClaSSiiFimtioa .
Op16mou
MOM11TE°
{?). Mex. Lab
Dry DenaityM
(S[/LPkQC.)
(
Inpqee
NOi8dlr8
9G Inptaoo
Dry
DnwUy
Rdative
COIQF9CVaD
(96) Speciaed
Minumwn
?.'mlpN[!_
('Xr)
Omuaentc
t
r? 31I3198 N
V Pwl: SM 9'fi 127'1,
14
121
95
95
?
A
2 3/13/98 P7 P-1: SM ? 9?h 1271k ,
Il 126 99 55 A
,3w
.. 3l13198 N P-1: SM 91k 1271.5 7 124 ,97 95 A'
4 3/13198 N{
~ 1: SM
k' 9'ie l127'i+ ? 7 , 171 95 95 A
5
?.. 3/23/98
_.
-.
._
_ N :
~ Y-l: Stvf- 9'k I271b ,.,,
...$
. 173 96 95 A
6 .
.
..._
3113/98 .__..._ _.
N _..,.
8-1: SM .A
91h 127?b M._....
6 124 97 93 A
Key: N = N'uCleas, ASTM D 2922 A= T ast results comply with specircatiOns.
SC = Sand Cone, ASTM D 1556 S. Tutrestftdo aa comply w1tL speclflkatlaas•
* = O.M. and M.Y..A.D, roundcd to nanrest 0.5
-
Teat ----
Test LorAtioa
kle?ation
1 12'W of SE buifdln corineY (intsrior bac&tilq
5'Nr 996
i ..
__._......_...._.?......___._,..?.... ._.,.. ,_...._.._._ ....._?.,.
s,x, 15T of Sw buiialng coroer (inteLio: becxtal
?
a s*w, io•x oe SPE bu?? corner (ineeYior baMal) 997
4 ,
S'W. 30'N of SE buiIdin cornar (interior backfi)1) 998
S 5'E t0'IQ of S W build4ig cornar (intettor backfliq 997
6 $'E, 30'N of SW builditsg cornac (interior backfill
.....?,.?..._._?__ _.?.._.,?_.._
r.._.....)
Elavatioa Reference: Flnished flooc d 300
jarawdlrnartec CurparaHoa
? ? g
Dayid W. Josus
Scniov Enginceriag Assieraat
98020c\e:u.1
6128660390
JUN-17-98 WED 10:42 RJ RYAN CONSTRUCTION INC
, JuN lr •yci 11:04 BRFttJlV IN7ERTEC
BR.a?u N,m
iNT?RTEc
Repokt of k"zeaei Compactiom Tests
13n¢e: Jrilie 16, 199$
FRX N0, 6128660390 P, D6
P_6
4'coject:BC)b7C-9S•'OZOC Report: 2
CMf r^xit:
Mr. Firiaza Troi'nb)cy
C.B. Cor=erclal clo R.J. Ryan
6511 Cedar Arsaaua Soutlh
Minneaqolis. MN 55423
Yroject De+! crtptiorn:
Constcuctio? Mstoriats Tasting and 3pecia! Taspection
Wanti Ts'act PazGs
Mike Collu-a Drtvo
Fanan ?,f7n weMs
XPX. LAbf 17kf11R81'8 SpEdfiCd
Soil Oplimum DryDmei67'* Tnpiw i bry &wlstive M"animrmt
ID aMod 1Vloisdue (Std.Proc Moistu7 e IAetiwtq CompscHon Compait.
Test
? ? bute Type
• ClassiCu:a&ion
- % fPdl (%) ! (?) (9'0) Comnimts
7,.,_... 5A5/98 N P-1: 5M
__...._.._.......?.. 4j/a . 127'h ? 14 723 ....,,,96 9?5.__ A
8
..?. siis
198
? N P-1: SM
. _..___ 91h
?
__...__ 1273h
...._._ , 24 1;2 1 _ 85 , 95
....
.
. A
9
... 5115198
..
,,w.. N
....,...,... P 1 SM .
91A 127 'h ia
124
gr ..
_?
95
A
____-.r:_, .?.•?. -,_.. __?.?.?_ _.._.
X{ey; N = Ideecleaur. AS'CM D'2922
SC = Sand Cone. A51'M D 1556
x = O.M_ amid M.I..D.D, coundP..d so nearest 0.5
A n'I'esc results coaiPly with specitraliOus.
B- 1'?'.st results do not camply wlth spesf8c3dOn9.
_.--- ?--- ._ --
T¢•st
-?.???.o- 'A'est7.ocasion
?r?ma?,w?uMr?m...:?::,>-_.._._....^..a,..-.:.c:am?u?m?.u.sm?a•
-_ ..? $lerafi0n
?_.. 5'S 75'W o€ NE buildiug cocner (3merlor baclcfdi) .. ? _?...._.._. ____ ?
. 8 50'S 2p'E.+ of NW bnildi cocnHr texior bdckfi3l
,
.,_.,.... _ .._. __.... ?.?.....,,_
,
.
_
..
??_..
.?_ _?.._. _ ._.
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.
.. .._ _.__ 999
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.
.
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.
5' Nr.30% of SW bailding cqraez: iotetlor backfill
. . _.._-.? .
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.
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?.....
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.
...ti.,._._. ..?___._...?.,
_? _.?_- _..._.?...?.....?......_. ._ J
Elevat30m Rcle!'ence: I
?
I
araui; Tntertec CorpoxaCion
5eni0;' Etiginaxiug AsSietot
s9ozo?kcwz
6128660390
JUN-17-98 WED 10:43 RJ RYAN CONSTRllCTION INC
JuN ir "36 71:05 BRRUN TNiErzTEC
s RAU N'
1NTEkTEC
RepOrt of xPie1a comparct?ox? Tests
An2e: Jane lb, 1998
FAX N0. 6128660390 P, 07
` P.7
ProJect; E? 7AXA8-020C RepOirt: $01
Cllent:
Mr. Brian Tta rr6U[ey
C.B. Comnxarcial clo R.J. Ryan
bSI l Cedar Avenue Snzsth
Minneapolis, P+IN 55423
Projeet Ae:cc?ipHon:
Coastcuctic n Materials f'eSriuB and SpeciaF Inspecxion
Itiland Truc:k Parts - Utilities
Mika Cotlii ks Ihlve
E32SR: MR Y1CSOU
est
....
aec
__
?vpe
?
Saal
.IA FFAfd
Classilu,a2;on
ppf3miun
Nlniskure'f
90} A'fax. Y.ab
A,y Densilyw
(SLd.Ytoc.)
(pc11
lnpla(,e
Mnisttfre
M Ltplaa
Dry
7Dors:ty
(PCO
B.elat:ve
Comprction
{°k) Spec3tNed
M'iuLaum
Cmnprwt.
(90
muioents
501
V
412W98
N
? ..
P-1: SlA
91b
'
1271fi .?
10
125
98
95
A
502 41'C(Tl9B I3 P-1: ?SM? 9Ils 12Tk 11 227 ? 300 ? ..95 A
SU3
?.. 4/21/98
? _. N
? .? _ p-1: S;[bI
. _.._ 4Ih 1271h 13 122 96 95 r1
504
4/21198
N . ?.., _.
P-2. ,5M _
9+J,
1Z7'h ,
21•
116
91 ..._
45
B
504A 4/23/98
.
P3 .,„.,_.. P-1: SI?[
,_.__...__....? 9?h
.
.
. a27'h 15 126 99 95 A
?_.
_.
Kay: N = Nuciear„ R,STM D 7.922
SC = Sand Conq ASTIv1 D 1555
* ? Q.M[. ?ud M[.L.?.D. muncled.to nearesi 0.5
A='i°est resLiits conWly wuh apecificadoua.
B='fiast rrsulta do nnt comply wirh spxiflraHons.
_r.. ?.••.•• ,ANCt?.:.-.'s'JS:AVAha,+K:.c?_-:••-•••?':'I:SC."..."$lYCUrrr?_ +.?waa?? YC. ?"??
x'est Test Loculian E1eva?duu
501
__ . 30'S of CB #1
?.. ..._._
,
.
?.
_-„...
.. 672
$?2
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.
40S Q£C°63 /ll
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100"E of Cb #Z
0'I+TW oF C8 #2 876
6_4A Retest of 4
_.___._?..,..?
?...._.Y
J - 875
L _._.._................_. ,.
...._....,,,.__,?.
Igievntion Refereum
brnu ji Intertec Corporacion
wn', i flfY ? ..?.._,
Dsv1,1 W. 7ostes
Semlor EngFaeering Aaaiswot
98621k\431.501
6128660390
JUN-17-98 WED 10:43 RJ RYAN CONSTRUCTION INC
• JUfV 17 98 11 :05 BRRl9N INTERTEC BRAYN?"
INTERTEC
?'depurt of Field Compactirnaa Tesfs
vate: 7une IS, 1998
FRX N0. 6128660390 P. 08
P.8
Projed: 8 7DX 98-020C Report: 502
CBelxt:
Mt. Br{xn Tco,aabloy
C.li. C0aum4cial clo R.J. Ryau
657I Ctdar Avt:nue South
Projedt DcscdFfSon:
ConscnicYit-n MBterlala TEs6ng and Spociai IaapeCtiwn
Ttiland 'C`mk Purt - Utilities
NJIkd CaUi, as Ariva
?
SU£t Optlmum Ma?c. b
Dry tY'" riyrlrce
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6128660390
JUN-17-98 WED 10:44 RJ RYRN CONSTRUCTION INC FAX N0. 6128660390
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Project No,: 80DX--9E-0200
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6128660390
JUN-17-98 WED 10:95 RJ RYAN COMSTRUCTION INC FAX N0, 6128660390
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6128660396
RJ RYAN CONSTRUCTION INC FAX N0. 6128660390
)Ryan
Construction, Inc.
b Z•s -44 c,, 4-
P. 01
6511 CedarAvnnuegoutry • MfnneapcUs, Minnesota 56423
--.---------?.._.._...?.r__--_?--_,-?--.?..._.._._._._.. • (812) 868-4632 • Fex 868.0980
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To: ?.?_..K ? 1e..4r.?? ? Dete
From:
.,.--?rca.
- ?.,... o?ow..
Pf0!'ect:
7ota1 Pages (anc8uding Cover Page);
An Equal 4PWAUnity Employer
6128660390
JliN-18-98 THU 12:20 RJ RYAN CONSTRUCTION INC FAX N0. 6128660390 P.02
SUN 16 '92 13=22 BRRUPI ItYTERTEC -' p,1
Fax Traxamitlal
7!'0: M. Brlan Tmmb9oY .
F'ax Num6ers 866-0390
Pkom: p2vdd 7aa4es
14enc Number:4314493
I3atr. 6-17-98 .
nroktabcr or nagm Gnctadtivg tbie a-aasmfuaq: sl ?
re: Suuunay o[ Conccete +Gompressivo Suength of CyliuderE ,]Inlwd Ttuck Psm, Mike Coll6ig
Drive, ,Eagnn, MN
AetaclveQ to tbas page aco c:oplies of the conceete aylindor Gompresslva streagh reaulrs foc We above
rsPeremced proj«x. The 28 day breaU exc.eeded the mWmnm speaf'nd strengtli of 3000 pawade par
sQuarb inch (paC).
The in}rormarFOn conRuined in thtSJacsisi7e mersagsmay beprivlteged ant cii~al. 1't iS fnlr.ndad
ondy for° the use or/ae indiuzdual ar enti[y to whaery it 7s suV. !f the mfpient of abis transrafnael l? rrax
the inRended recipdent ar an ernpdoyee or agent re'sponslble ro delivor fi m rhe Audnded recdpleat, or{y
dtssem3natton, dGstrlbutton vrcnpyirag ofth?s conu?ttnfcar€on fs,rtrictly?uohiblted. I/'you have
receiued thir communicado+a in e+ror, please imrnrdiorely 7totJ/y us by ta7ephone aqd mtwn tl,e
ariginal mrssage to us ac [Iw nddiess 1Jsted belaw v!a the Untded Swes Posrai Serr9ce.
Brxun InterIec Corpumlitan
4693'0 West 146d. StraeC, Suite 131
Appie VAey, MRT 55224-9520
Phorw. (szz) 431-4493 Farc: 431-3054
s Rau N=M
INTERTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cytinder
Date: March 31. 1998
Client:
Mr. 8rian Trombley
C.B. Commercial c/o R.J. Ryan
6511 Cedar Avenue South
Minneapolis, MN 55423
sroun inrerim corp?non
6950 West 146th Street, Suite 131
Apple Valley, Minnesota 551248520
612-431 d493 Fax: 4313084
Engineers ond Scienfists Serving
fhe Builf and Nalurol Environmenls
Project Number: SODX-98-020C
Project
Description:
Construction Materials Testing and Special Inspection
Inland Truck Parts
Mike Collins Drive
Eagan, Minnesota
Number: 1 Mix Design: not given
s Casd 313/98 Supplier: not given
ie Cast: not given Specified Air: none specified
isured Slump: not given Specified Strength: 3000
usured Air: not given Truck or Ticket No. : not given
crete Temperature: not given Cylinders Per Set aot given
TemperaNre: not given
Inder Cast By: dien[
iid Added at Site: not given
iple Location: Footings
Notes:
Sample Date Test Field Lab Test Maz Load Cyl Area Compressive Rematks
No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
lA 3/13 3/31 10 18 28 127400 28.25 4510 L
1B 3/13 3/31 10 18 28 130900 28.25 4630 L
Specified Strength at 28 Days (psi): 3000
Remarks:
L: The average 28-day test result meets the required design strength.
Braun Intertec Corporation
David W. Jostes
Senior Engineering Assistant
98020c\conc.1
s Rau NsM
I NTE RTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Date:
June 18, 1998
Client:
Mr. Srian Trombley
C.B. Commercial c/o R.J. Ryan
6511 Cedar Avenue South
Minneapolis, MN 55423
6wun Inferfec Corpomfion
6950 West 146th Sheef, Suite 131
Apple Valley, Minnesolo 551248520
612-4314493 Fax:4313084
Enginrers and Scien/isfs Serving
fhe Buil/ and Nalural Environmenh
Project Number: BODX-98-020C
Project
Description:
Construction Materials Testing and Special Inspection
Inland Truck Parts
Mike Collins Drne
Eagan, Minnesofa
Numher: 2 Mix Design: not given
e Cast: 3/13/98 Supplier: not given
te Casi: not given Specified Air: none specified
uured Slump: aot given Specified Shength: 3000
isured Air: not given Truck or Ticket No .: nat given
icrete Temperature: not given Cylinders Per Set: 3
Temperature: not given
inder Cast By: client
uid Added at Site: not given
iple Locatioa: Column Pads
Notes:
Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
2A 3/16 3/20 3 4 7 47100 28.27 1670 D
2B 3/16 3/30 3 14 17 73170 28.27 2590 M
2C 3/16 4/10 3 25 28 87800 28.24 3110 K
Specified Strength at 28 Days (psi): 3000
Remarks;
D: The 7-day test result projects that the specified strengt6 may not be met at the 28-day age according to a
typical strength age relationslup.
M: The above 17-day test dces not meet the required design strength.
K: The above 28-day test result meets [he required design streng[h.
Bmun InteRec Corporation
i, QVn?
?v
David W. Jostes
Senior Engineering Assistant
9802Qckorc.2
v
B R V N 5M . . sroun l?? Co??,on
. 6950 Wes1 146rh Street, Suile 731
APPIe Valley, Minnesota 55124-8520
612d31-4493 Fax:431a084
I N T E E C
Compressive Test of Concrete Cylinder
Test Method: AS'I'M C 39, 6" x 12" Cylinder
Date:
Iune 9, 1998 .
Client:
Mr. Brian Trombley
C.B. Commemial c/o R.J. Ryan
6511 Cedar Avenue South
Mimeapolis, MN 55423
Engineers and ScieNisls Serving
fhe Builf and Nalurol Environmenh
Project Number: 130DX-98-020C
Project
Description:
Conshuction Materials Testing and Special Inspection
Inland Truck Parts
Mike Collins Drive
Eagan, Minnesota
Number: 3 Mix Design: not given
: Cast: 5/I1/98 Supplier: not given
e Cast: not given Specified Air: none specified
isured Slump: not given Specified Strength: 3000
isured Air: not given Truck or Ticket No. : not given
crete Temperature: not given Cylinders Per Set: not given
Temperature: not given
nder Cast By: clien[
tid Added at Site: not given
ple Location: Floor slab south half
Notes:
Sample Date Test Field Iab Test Mu Load Cyl Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
3A 5115 5/18 4 3 7 83600 28.27 2960 B
3B 5115 6/8 4 24 28 115070 28.27 4180 E
3C 5115 6/8 4 24 28 119380 28.27 4220 E
Specified Streogt6 at 28 Days (psi): 3000
Remarks:
B: The 7-day test result projects that the specified strengt6 will lilcely be met at 28 days according to a typical
strength age relations.
E: The average 28-day test results meets or exceeds the specified strength.
Braun In[ertec Co[poration
t
13avid W. Jostes
Senior Engineering Assis4wt
980206conc.3
sRauNsM
INTERTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" x 12" Cylinder
Da[e:
June 9, 1998
Client:
Mr. Brian Trombley
C.E. Commercial cJo R.I. Ryan
6511 Cedar Avenue South
Mimeapolis, MN 55423
Braun Infer/ec Corporafion
6950 West 146ih Slreet, Suite 131
Apple Valley, Minnesolo 557248520
612-431-4493Faz:4313064
Enginrers ond Scienfish Serving
fhe Builf and fJaNral Environmenls
Project Number: BODX-98-020C
Project
Descriprion:
Construction Materials Testing and Special Inspection
Inland Tnuk Parts
Milce Collins Drive
Eagan, Minnesota
TA:
Number: 4 Mix Design: not given
e Cast: 5/12/98 Supplier: not given
ie Cast: not giveu Specified Air: none specified
asured Slump: not given Specified Strength: 3000
asured Air: not given Tmck or Ticket Na. : not given
crete Temperature: not given Cylinders Per Set: not given
Temperature: not given
inder Cast By: client
uid Added at Site; not given
iple Location: Floor slab north half i
Notes:
Sampfe Date Test Fietd Lab Test Maz Load Cyl Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (sq in) Streng[h, psi Code(s)
4A 5115 5/19 3 4 7 103600 28.26 3670 D
4B 5/15 6/9 3 25 ZS 133640 28.26 4730 E
4C 5115 6!9 3 25 28 127760 28.26 4520 E
Spuified Strength at 28 Days (psi): 3000
Remarks:
D: The 7-day test result meets ot ezceeds [he specified strength.
E: The average 28-day test results meets or exceeds the specified strength.
Braun In[ertec Corporation
{ ¢?A/
-Da ? yv
David W. Jostes
Senior Engineering sistant
980206conc.4
;_ -
s Rau NsM
I NTE RTEC
June 17, 1998
C.B. Commercial
c/o Mr. Brian Trombley
R.J. Ryan Construction
6500 Cedar Avenue South
Minneapolis, MN 55423
Deaz Mr. Trombley:
sroun lnre,,ec c«poro,imn
6950 West 146ih Stieel, Suite 131
Apple Valley, Minnesofa 55124-8520
612-431-4493 Fax431-3084
Engineers and ScienM1Sfs Serving
the Builf ond Nolural Environmenh
Project BODX-98-029C
Re: Summary Report for Excavation Observations, Compaction Testing Services and
Structural Steel Nondestructive Examination Services, Inland Truck Pazts, Mike
Collins Drive, Eagan, Minuesota
As you authorized on February 4, 1998, we have performed excavation observations, :
compaction testing and structural steel nondestructive examination services for ihe Inland
Truck Parts new facility in Eagan, Minnesota. This repoR provides a summary of our
construction testing services.
Availabte InFormation
We were provided with a utility plan, a grading and a paving plan prepazed by Westwood
Professional Services, Inc., dated January 29, 1998. We understand the building will be a
one-story, slab-on-grade strucrure supported by typical spread footings designed for a soil
beazing pressure of up to 3,000 pounds per square foot (psf). Structural plans for the
building were available on-site at the time of our inspections.
Eaccavation Observations
Excavation observations were conducted from Mazch 2 through 13, 1998, by a senior
engineerin; assistant. The excavation observations consisted of observing the soils exposed in
the bottom and side wails of the footing and column pad excavations. The approximate
consistency or density of the soils encountered was estimated by judging the force required to
advance random, shallow (about 3 feet deep) hand auger probes. Soii classifications were
determined in accordance with the American Society for Testing and Materials (ASTW
procedures by examining the hand auger probe cuttings.
The soils encountered generally consisted of naturally deposited silty sands which were judged
to be in a medium dense condition. The natural soils encountered were judged to be suitable
for footing support.
C.B. Commercial
Project BODX-98-029C
June 17, 1998
Page 2
Compaction Testing
Compaction tests 1 through 9 were performed on the backfill placed to establish interior floor
slab subgrade. These tests met or exceeded the minimum density requirements of 95 percent
of standard Proctor density.
Compaction tests 501 through 507 were performed on the backfill placed to establish exterior
pavement subecade above utilities. These tests met or exceeded the minimum density
requirements of 95 percent of standazd Proctor density to within 3 feet of fmished grade and
100 percent of standard Proctor density in the upper 3 feet in pavement azeas. The
compaction test reports and Proctor aze attached to this report.
Structural Steei Nondestructive Examinations Services
Suvctural steel nondestructive examinations services were performed on this project as
authorized. These services were conducted on May 1, 1998, on an on-call basis. The
observations were performed by Mr. Joel Alsum, a level II technician qualified as an
Internatiooal Conference of Building Officials (ICBO) certified special inspector for strux:tural
steel and welding. '
Visual weld examinations were conducted in accordance with American Welding 5ociety
(AWS) D1.1-1994, Sections 3.6 and 8.15 requirements. The observations found the welding
to be generally acceptable. Exceptions were the column to struts fillet welds at grids 2 and 3,
B to D which were not welded at the time of our inspection, and the welds found along grid
A and grid E where the weld pattern for the deck is 12 inches on center instead of the pattem
shown on detail 4/E1. Bolting observations were conducted randomly and appeared
acceptable.
ProofroIl O bs ervati ons
Prior to pavin;, the subgrade was proofrolled with a loaded tandem axle truck. Based on the
proofroll, the sub;rade was jud;ed ro be suitable for pavement support.
Summary
Basetl on the results of our excavation observations and hand auger probes, it is our opinion
the natural soils encountered aze suitable for foundation support.
Based on the results of our compaction tests, it appeazs the fill soils placed met the project
requiremenu and are judged to suitable for floor slab support.
Based on the resulu of our utility trench backfill compaction tests and proofroll observation, it
appears the subgrade is adequate for pavement support.
C.B. Commercial
Project BODX-98-029C
June 17, 1998
Page 3
Based on the results of our structural steel nondestructive examination services, it appears the
welding and bolting completed at the time of our site visit met the project requirements. The
exceptions to this aze the column to struts 511et welds at grids 2 and 3, B to D which were not
welded at the time. Also the weid pattern for the deck at grid A and E is 12 inches on center
instead of the pattern shown in detail 4/El.
General Remarks
It should be noted that standazd penetration test borings with power equipment were not taken
to evaluate the soils at depth. However, the soils which were visible and the results of the
hand auger probes indicate that the risk of detrimental settlement due to poor soils at depth is
very small and we, thus, recommend that it be assumed by the owner. The cost for taking
soil borings to better detine that risk does not appeaz warranted.
Services performed by the geotechnical engineers for this project have been conducted with
that level of care and skill ordinarily exercised by members of the professiou curready
practicing in this area. No warranty, expressed or implied, is made.
Thank you for using Braun Intertec for this project. If you have any questions regazding this
report, please call David Jostes or Greg Bialon at (612) 431-4493.
Sincerely,
David W. Jostes
Senior Engineering Assistant
Professional Certification:
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that I
am a duly Registered Professional En;ineer under the laws
of the State of Minnesota.
Gregor .Zon, P
Project Engineer
Registration Numbec 24017
Attachments:
RepoR of Field Compaction Tesu, Reports 1 to 2, and 501 to 502
Proctor Curve P-1
Special Inspector Daily Report, RepoR 1
dwjlgjb:skg198029c1fpt
s Rau N=M
INTERTEC
Report of Field Compaction Tests
Date: June 16, 1998
Project: BODX-98-020C
Report: 1
Client:
Mr. Brian Trombley
C.B. Commercial c/o R.J. Ryan
6511 Cedaz Avenue South
Minneanolis. MN 55423
Project Description:
Consuuction Materials Testiag and Special Inspection
Inland Truck Parts
Mike Collins Drive
Ea2an_ Minnesota
est
ate
ype
Soil
ID and
ClassificaGon
Optimum
Moisture•
M Max. Lab
Dry Density'
(Std.Proc.)
(pcf)
Inplace
Moisture
(%) Inplace
Dry
Deasity
(pcf)
Rdative
Compaction
(°k) Specified
Minimum
CompacL
(°.6)
omments
1 3/13/98 N P-1: SM 9'h 1271h 14 121 95 95 A
2 3/13/98 N P-1: SM 91fz 127'h 11 126 99 95 A
3 3/13/98 N P-1: SM 91h 127'/z 7 124 97 95 A
4 3/13/98 N P-1: SM 91h 127'h 7 121 95 `. 95 A
5 3/13/98 N P-1: SM 9'h 127'h 5 123 96 95 A
6 3/13/98 N P-1: SM ! 1271h 6 124 97 95 A
H
9
Key: N = Nuclear, ASTM D 2922 A= Test results comply with specifications.
SC = Sand Cone, ASTM D 1556 B= Test resulu do not comply with specifications.
* = O.M. and M.L.D.D. rounded to neazest 0.5
Test Test Location Elevation
1 5'N, 12'W of SE building corner (interior backfill) 996
2 5'N, 15'E of SW buildin corner (interior backfill) 996
3 5'W, 10'N of SE building corner (interior backtill) 997
4 5'W, 30'N of SE building corner (interior backfill) 998
5 5'E, 10'N of SW buildin corner (interior backfill) 997
6 5'E, 30'N of 3W building corner (interior backtill) 997
Elevation Reference: Finished floor = 100
Braun Intertec Corporation
nli nA.u.A WV ?
David W. Iostes
Senior Engineering Assistant
98020c1cu.l
?
s Rau N=M
INTERTEC
Report of Field Compaction Tests
Date: June 16, 1998
Project: BODX-98-020C
Report: 2
Clienh
Mr. Brian Trombley
C.B. Commerciai c/o R.J. Ryan
6511 Cedaz Avenue South
Minneapolis, MN 55423
Project Description:
Construction Materials Testing and Special Inspection
Inland Truck Parts
Mike Collins Drive
Ea¢an_ Minnesota
est
ate
ype
Soil
ID and
ClassiPcation
Op[imutn
Moisture'
(%) Max. Lab
Dry Density;
(Std.Proc.)
(pcfl
Inplace
Moisture
(%) Inplace
Dry
Density
(pcf)
Rdative
Compaction
M SpeciPied
Minimum
Compact.
(:b)
omments
7 5/15l98 N P-1: SM 91b 1271h 14 123 96 95 A
8 5115l98 N P-1: SM 91h 127'k 14 121 95 95 A
9 5/15/98 N P-1: SM 9'h 127'fs 14 124 97 95 A
Key: N = Nucleaz, A51'M D 2922 A= Test results comply with specifications.
SC = Sand Cone, ASTM D 1556 B= Test results do not comply with specifications.
* = O.M. and M.L.D.D. rounded to nearest 0.5
Test Test Location Elevation
7 5'S, 25'W of NE building corner (interior backfill) 999
8 50'S, 20'E of NW building corner (intecior backfill) 999
9 5'N, 30'E of SW building corner (interior backfill) 999
Elevation Reference:
Braun Intertec Corporation
kaww' ' f V \?NJd??.?
David W. Jostes
Senior Engineering Assistant
98020c\cLs.2
V
s Rau N=M
INTERTEC
Report oF Field Compaction Tests
Date: June 16, 1998
Client:
Mr. Brian Trombley
C.B. Commercial c!o R.J. Ryan
6511 Cedar Avenue South
Minneannlia MN 55421
Project: BODX-98-020C
Report: 501
Project Description:
Construction Materials Testing and Special Inspection
Inland Truck Parts - Utilities
Mike Collins Drive
F.avan_ Minnacnta
est
ate
ype
Soil
ID and
Classification
Optimum
Moisture'
(°k) Max. Lab
Dry Density'
(Std.Proc.)
(Pcfl
Inplace
Moisture
(%) Inplace
Dry
Density
(pcfl
RelaGve
Compaction
(°k) Specified
Minimum
Campact.
(°k)
omments
501 4/20/98 N P-1: SM 9'fi 127'h 10 125 98 95 A
502 4/20/98 N P-1: SM 9'h 127'/2 11 127 100 95 A
503 4l21/98 N P-1: SM 9'h 127'h 13 122 96 95 A
504 4/21/98 N P-1: SM 9'h 127'k 21 116 91 ? 95 B
504A 4/23/98 N P-1: SM 9'h 127'k 15 126 99 95 A
Key: N = Nucleaz, ASTM D 2922 A= Test results comply with specifications.
SC = Sand Cone, ASTM D 1556 B= Test results do not comply with specifications.
* = O.M. and M.L.D.D. rounded to neazest 0.5
Test Test Location Elevation
501 30'S of CB #1 872
502 40'S of CB #1 870
503 100'E of CB N2 871
504 20'NW of CB #2 876
504A Retest of 4 875
Elevation Reference:
Braun Intertec Corporation
r1JnvlY YIV
David W. Jostes
Senior Engineering Assistant
98020c\cu1.501
sRAUw=M
INTERTEC
Report of Field Compaction Tests
Date: June 16, 1998
Project: BODX-9S-020C
Report: 502
Client:
Mc. Brian Trombley
C.B. Commercial c/o R.J. Ryan
6511 Cedaz Avenue South
Minneapolis, MN 55423
Project Description:
Construction Materials Testing and Special Inspection
Inland Truck Parts - Utilities
Mike Collins Drive
EaQan. Minnesota
est
ate
ype
Soil
ID and
Classification
Optimum
Moisture'
(°.b) Max. Lab
Dry Densitys
(Std.Proc.)
(pct)
Inplace
Moisture
(%) 7nplace
Dry
Density
(pcf)
Relative
Compaction
(96) Specified
11Tinimum
Compact.
(%)
omments
505 4l22/98 N P-1: SM 9'h 127'h 10 129 101 100 A
506 4/22/98 N P-1: SM 9'h 127'h 12 127 100 100 A
507 4122/98 N P-1: SM 9'h 127'h 8 127 100 100 A
Key: N = Nudear, ASTM D 2922 A= Test results comply with specifications.
SC = Sand Cone, A3TM D 1556 B= Test results do not comply with specifications.
* = O.M. and M.L.D.D. rounded to neazest 0.5
Test Test Locatinn ElevaNon
505 40'S of CB #1 877
506 40'N of CB Jl2 877
507 10'W of CB #2 876
Elevation Reference:
Braun Intertec Corporatioa
to, J( w n
David W. Jostes
Senior Engineering Assistant
98020c\ctaL502
MOISTURE-DENSITY RELATIONSHIP TEST
132
130
w
a
a
128
T
?
N
C
v
a
? 126
L
O
124
ZAV for
Sp.G.=
2.65
122
7.5 8.5 9.5 70.5 11.5 12.5 13_5
Water content, q
Test specification: ASTM D 698-91 Method C, Standard
Elev/
Depth Date
Tested Date
Sampled Sampled l
By As Received
Moisture Preparation
Method Rammer
Type
4-28-98 4-20-98 DGS WET MANUAL
Size of
Oversize Percent
Oversize Percent
on 3/4 Percent
3/4 to 318 Percent
3/8 to #4 Natural
Moisture Specific
Gravity
3/4 in 4 4 7 89 2.65
TEST RESULTS MATERIAL DESCRIPTION
Maximum dry density = 127.5 pcf
Dptimum moisture = 9.5 7, SM, SILTY SAND W/ GRAVEL
BRN
Project No.: BOQX-98-020C
Project: INLAND TRUCKING
Location: EAGAN
Test No.: P-1
Dote: 4-28-1998 Remarks:
SPECIFIC GRAVITY ASSUMED
.
MOISTURE-DENSITY RELATIONSHIP TEST
BRAUN I NTERTEC
Fig. No. 1
? JUN 15 148 08:30RM HRAUN INTERTEC BLD62 P.2i2
y
RAUNf y
$pecna l Iuspector Daily Report Page of ..??
I NTERTEC 4
CitY of o1"
Report Number: Z yC Date of This Report:
Y:6jCC[ N3me: Project No.: gG Ux ?fT(/Z.rjG
Projeci Address:
Cliznt: r , Ciient Prajett No. ;
Weather: TemPerahue:
Type of lnspection: Inspec[ion Coverage:
? Continupus ? Masonry ? Rehar Piacement ? Foundations
? Periodic Z Weiding ? Conerete Placement ? FireproofAng
Bolting ? Tendon Placement ? Other
TJid the architect or en gineer aurhorize chan es to ci roved laas? Yes ?(Listed Below) No ?
/
• Are there any discrepancies noted from this day's obse 'ons? Yes No ?
? Are there any outstanding discrepancies on tlfis project. Yes No ?
• If yes, see attached Summary Sheet.
To the best uf our knowledge, work inspected was done in accordance with the approved plans, specifications and
applicable vkmapo
I ovisions of the LTSC, except as noted above.
Signed'
Name-
De;.scription and locasion of work
Daze:
I.D. Number:
(47zire copy ro BrQUn Inrerrec fide. Blue copy ro Gen?rtal Contrtattor.)
frm?apccinsDA 1125195
?Q L}?g^? ?y /T l`?r7 ?llP7 ?- S f XQ ??iS ?'? 1`2 f ?!/e?`C?lr fs.??rP Cr/1-tcr?clf /L B?C?i??-r
TO: PAT GEAGAN, CHIEF OF POLICE
JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOW
DALE WEGLEITNER, FIRE MARSHAL
ELECTR[CALiNSPECTOR
PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS
GENE VANOVERBEKE, FINANCE DIRECTOR
RICH BRASCH, WATER RESOURCES COORDINATOR
MIKE RIDLEY, SENIOR PLANNER
GREGG HOVE, SUPERVISOR OF FORESTRY L?d
FROM: MIKE BARCK, CONSTRUCTIOIV [NSPECTOR (BUILDING)
DATE: F
l
?Z3
1c1, 20 F?fl? ? 2
I
1:: A-14-a Dj? C-- GT¢ . r ,a O
?42 K
xxKK wtiKG cy???NS P4
The _ preliminary Zconstruction plans for ?N L.q-? r-? -F-12uc.V- 'P.+-12r5 ?T-,/
aze in our plan review section for your review and comment.
Please return this form to Dale Schoeppner with your signed comments and the date of
review. If you have any concerns with these plans, please so indicate on this form and notify and
resolve these issues with the affected parties. If you aze requesting that issuance of the building
permit be held, please fill out the proper "hold" request form.
Comments:
Indicate any fees that are to be collected with the building permit:
AMOUNT
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No pazk dedication
? Yes ? No trail dedication
? Yes ? No tree dedication
? Yes ? No
% nature
ZONING?
Date
1S/FORMS-BLD/PLAN REVIEW/MII:E B
TO: PAT GEAGAN, CHIEF OF POLICE
JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR
DALE WEGGEITNER, FIRE MARSHAL
ELECTRICALINSPECTOR ?
PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS
GENE VANOVERBEKE, FINANCE DIRECTOR
RICH BRASCH, WATER RESOURCES COORDINATOR
MIKE RIDLEY, SENIOR PLANNER
rGREGG HOVE, SUPERVISOR OF FORESTRY J L Ud ?q, ZCD A? I k? 2
? '4'?tA-wl LtitLE- CTQ . I w»
FROM: MIKE BARCK, CONSTRUCTION INSPECTOR (BUILDING)
xx}K
DATE: Z13?4 ? NLtK-L G?--'?5
?R2 G
D4
The _ preliminary Zconstruction plans for 1:N Lst-nJ M? -F-12,ucv- P,.q-,2rg 1?1-',?, ? rrY
aze in our plan review section for your review and comment.
Please retum this form to Dale Schoeppner with your signed comments and the date of
review. If you have any concerns with these plans, please so indicate on this form and notify and
resolve these issues with the affected parties. If you aze requesting that issuance of the building
pa.:..it be held, please f.ll out the proper "hold" request fcrm.
Comments:
Indicate any fees that aze to be collected with the building permit:
AMOUNT
? Yes ? No
? Yes ? No
? Yes ? No
? Yes ? No
? Yes 111+ No
? Yes ? No
fm-t ?
Signatur
landscape security required
water quality dedication
park dedication
trail dedication .
tree dedication
?
ZONING?
z -lu/
Date
1S/FORMS-BLD/PLAN REVIEW/MIFE B
C? lQ ? C Vl ?a, ?
??
TO: PAT GEAGAN, CHIEF OF POLICE
.ION HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR
DALE WEGLEITNER, FIRE MARSHAL
ELECTRICALINSPECTOR
PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS
-- --
C GENE VANOVERBEItE, FINANCE DIRECTOR j
RICH BRASCH, WATER RESOURCES COORDINATOR
MIKE RIDLEY, SENIOR PLANNER
GREGG HOVE, SUPERVISOR OF FORESTRY .?-?4
FROM: MIKE BARCK, CONSTRUCT[ON INSPECTOR (BU[LDING)
DATE: ?
6 ?
? Z3
lq, ZCD tj1lt. -0 2 -4,4
I
J? 4-dja-ao-t?= Gr¢. rNO. P,au?
xxX>c M.tic-L e-?„`-'S A2?
The _ preliminary Zonstruction plans for ?N LdY? r ?rz„c.? P??2r?
aze in our plan review section for your review and comment.
Please retum this form 'bale Schoe ner with signed comments and the date of
lG?.[. - A?O//?ia?/ lJB.-/'?h , Y" ? h df6id?/ ?9>'/,??
Comments: C P, /+ c / f '?1 i
review. If you have any / cerns ?ith-the se so indicate on this form and notify and
resolve these issues with t? parties. If you aze requesting that issuance of the building
permit be held, please fill out the proper "hold" request form.
?
a
Indicate any fees that are to be collected with the building
s/s8
AMOUNT
? Yes ?
? Yes ?
? Yes 0
? Yes ?
? Yes ?
? Ye L7
Signatu e
No
No
No
No
No
No
landscape security required
water quality dedication
park dedication
trail dedication
tree dedication
ZONING?
d -
Date
1S/FORMS-BLD/PLAN REVIEW/MIKE B
fr "
Y Y
. f t Y'
? RANDUM?>
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j.
1
.: . _ : , . . ;. .,
3
". ..,: : . . . .
"CO: PAT GEAGAN, CHIEF OF POLICE
JON HOHEIYSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR
DAGE WEGLEITNER, FIRE MARSHAL
ELECTRICAL INSPECTOR
Z?
PUBLIC WORKS/ ENGiNEERING D[VISION /UTILITIES/STR EETS
GENE VANOVERBEKE, FINAYCE DIRECTOR
RICH B_RASCH, WATER RESOURCES COORDINATOR
bIIKE RIDLEY, SENI_OR PLANIVER
GREGG HOVE, SUPERVISOR OF FORESTRY G?-I tq, z? F3114
=4?-ao.t?_ G-r¢. iar)
FROM: MIKE BARCK, CONSTRUCTION INSPECTOR (BUILDING)
x x x K n.l iK` Lo?-"?S
DATE: Z/ ?j?cr 9
d
D4
The _ preliminary Zconstruction plans for SN ?117-7'
aze in our plan review section for your review and comment.
Please return this form to Dale Schoepnner with your signed comments and the date of
review. If you have any concems with these plans, please so indicate on this form and notify and
resolve these issues with the affected parties. If you aze requesting that issuance of the building
permit be held, please fill out the proper "hold" request form.
Comments:
tn-- ??
Indicate any fees that aze to be collected with the building permit:
AMOUNT
Lr Yes ? No landscape security required
? Yes R'O'No water quality dedication
D/Yes ? No pazk dedication Mbx G8I
Po"Yes ? No trail dedication900k f. S7 ( ,233
? Yes ? No tree dedication ?
ZONING? =*-I
S?
Date
1S/FORMS-BLU/PLAN REVIEW/MIICE B
2
"?;?VIEM"O?yRANDUMy y? -* i•
. . . . . .? .,?o . . . :r . a r., ti '. . . .... . . „ . ..
TO: PAT CEACAN, CHIEF OF POL(CE
JOIY HONEIYSTE[N, ASSISTANT TO THE CITY ADM[NISTRATOR
DALE WEGLE[TNER, FIRE MARSHAL
ELECTRICAL INSPECTOR
PUBLIC WORKS/ ENGINEER(NG DIVISION /UTILITIES/STREETS G- ?
GENE VANOVERBEKE, FINANCE D[RECTOR
RICH BRASCH, WATER RESOURCES COORDINATOR
MIKE RIDLEY, SENIOR PLANNER
GREGG HOVE, SUPERVISOR OF FORES'I'RY 4?4 iG, Z'D
FROM: M[KE BARCK, CONSTRUCTION INSPECTOR (BUILDING) x xX K M i?` ????,?s
DATE:
L
r5 1::7 ,?f
The _ preliminary constntction plans for ZN LlfrJc-?> -r-jrzucx. P?.?
are in our plan review section for your review and comment.
Please return this form to Dale Schoeppner with your signed comments and the date of
review. If you have any concerns with these plans, please so indicate on this form and notify and
resolve these issues with the affected parties. If you aze requesting that issuance of the building
permit be held, please fill out the proper "hold" request form.
Comments: OK -
Indicate any fees that aze to be collected with the building pemut:
AMOUNT
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No pazk dedication
? Yes 0 No trail dedication
? Yes ? No tree dedication
? Yes ? No
( l?i. ?n, "a ,/, Z
Sigature
ZONING?
z - io.qg
Date
?k y
?e}4 c
a¢
15/F0RMS•BLDlPLAN RfVIEW/MIFE 8
FEB- 9-98 MUN 16:3f KJ ItYAN CONS'1'RUCI'lON 1NC rRx Nu, blz8bbu3a1J N, 02
City of Eagan
3830 Pilot Knob Road
Eagan. MN 55122-1897
Attn: Inspections and Plan Review
Re: New Facility fo Inland Truck
Mike Coflins Dri
To whom it may concern_
February 9, 1998
This facility has not been marketed as having indoor vehi,le storage or maintenance. The
drive-in door will be used for van and non-standard doc:k sized deliveries onfy. We will
monitor this effort with our tenant and we will post the area as "no indoor vehicle storage".
If you have any questions, please do not hesitate to call,
uamg vwnar
JG-INL07
Sincerely,
el"', s 6(101
3830 PILOT KNOB ROAD EAGAN, MN 55122-1810 IE
(651) 675-56751 TDD: (651) 454-8535 1 FAX: (651) 675-5694
buildi nginspections(a-)-cityofeagan.com OCT 25 zo
2018 COMMERCIAL FIRE IT
------------------
For Office Use I
Permit #:
Permit Fee: v IIS j�
I Date Received: &
I Staff:
L -------- --------
APPLICATION
Date: 10/25/2018 Site Address: 3380 Mike Collins Drive
Tenant: FleetPride Suite #:
❑ Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components
x
Name: FleetPride Phone: 651-454-1100
Property Owner 600 E Las Colinas BLVD Ste400 Irvin TX 75039
Address / City / Zip. g
r
V
Applicant is: X Owner Contractor
Addinga TGIF -LTE Cellular radio for Primary
Description of worts:
Type of Work
600.00 11/15/2018
m Construction Cost: Estimated Completion Date:
Name: ADT/Protection 1 license #: TS650251
5910 Rice Creek Parkway Suite 700 Shoreview
Address: City.
Contractor n N
MN 55126 763-792-6941
State: Zip: Phone:
Contact:
Jeff Bird Email: sbirdi'cvr�adt.com
r New Remodel
Work Type
✓ Addition F Other: i
7 R F
x i
Alterations
i
DESCRIPTION OF WORK: ✓ Commercial Residential Educational
FEES Contract Value $ ( '1010.
X.01
$60.00 Permit Fee Minimum
_ $ Permit Fee
Surcharge = Contract Value x $0.0005 = $ L Surcharge*
If the project valuation is over $1 million, please call for Surcharge t
- $ Q �� _ TOTAL FEE
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's
website at www.cityofeagan.com/subscribe.
1 hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the
ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for
a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review
and approval of plans.
X -��' L24D
Applicant's Printed Name
X
Appfls is Signature
FOR OFFICE USE Reviewed By: Date: 10- /
Required Inspections: Rough -In ZFinal Fire Alarm Test
For Office Use Lig
` % iii , Permit#: /56906 .2V-11
..,,,. ,,,,,, E AG A N
Permit Fee:
_,,
LQ- / ICC
.„„..-1
ICEIVE
Date Received: 7-iwc7C-119
3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810
(651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-56 ' l JUL 2 4 2019 Staff: till-
buildinginspections ancityofeaoan.com L
1Y:`_�
2019 COMMERCIAL FIRE ALAR MIT APPLICATION
Date: 74 Y4t9/7 Site Address: 3380 rnde L ,.//„„. Z2,4€
Tenant: Suite#:
0 Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components
Name: geeIIp,zso Phone: 4S1-vsy -Poo
Property Owner Address/City/Zip: 3 38o AAe f 7"I's R,v e
Applicant is: Owner X Contractor
T e of Work Description of work: 4shec The v1s4'. 3d2ft3 pt .( (4,14 a Ped4) 004 3.7.1-FR
Construction Cost: Estimated Completion Date: 7-424 -.20/
Name: ACT- License#: 7 545Or(S(
Contractor Address: 5u/O A AC C,eeeL et i #100 City: Skke vW ei.%)
State: /77)) Zip: 551014 Phone: 7 ,3 -7,2 `6!OO
r
Contact: J ,,tell L9 Email: , IS 6r roWad-t-dew%
New Remodel
��
Work Type Addition X Other: /Cuter.GYe,�e0(c..- Li-r& Aekst4d'7Gr7e/
—
Alterations
DESCRIPTION OF WORK: )(Commercial Residential Educational
, 10
FEES
Contract Value$ �.45 r) x.01
$60.00 Permit Fee Minimum
_$ Permit Fee
Surcharge=Contract Value x$0.0005 =$ Surcharge*
If the project valuation is over$1 million,please call for Surcharge
=$ TOTAL FEE
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's
website at www.citvofeagan.com/subscribe.
I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the
ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for
a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review
and approval of plans.
x Pctf* 5: B1120 x
Applicant's P inted Name A licant's Signature
FOR OFFICE USE Reviewed By. Date: 7'02LI r/i1
Required Inspections: Rough-In . Final Fire Alarm Test