1270 Yankee Doodle RdCity of Iaali
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
MAY 132010
Use BLUE or BLACK Ink
L(..> 6-7
Permit Fee: `? ( r
Date Received:
Staff:
2010 COMMERCIAL PLUMBING 'PERMIT AP CATION
Date: ,iii v1 P Site Address: 1 -?..76 /Dolll r
��L rt�� 6
Tenant:
Suite #:
PROPERTY'
OWNER
�/7 '
Name: ./ c2a:'i� ilasl< Phone: 657 JO l t' rz
CONTRACTOR
Name: /4- i, iii(sem ?1,,,,--b.,1 -36:043c- License #: v 2-? 3.,
Address: P. p des /0s T' City: (14.-) State: rrtu Zip: ...551/0
Phone: art & I i' 1 6c -r-2 Email: - 11
TYPE OF
WORK
New Replacement Repair VRebuild Modify Space Work in R.O.W. il
_ _ _ _ _
Description of work: R P 2 tb.A.t iel s— j ter
—
PERMIT TYPE
COMMERCIAL
New Construction Modify Space
Irrigation System ( yes / no) ( RPZ / PVB)
_ _
• Rain sensors required on irrigation systems
• Avg. GPM (2" turbo required unless smaller size allowed by Public Works)
Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter.
Domestic: Size & Type Fire: 1
Avg. GPM High demand devices? _Yes _No Flushometers Yes No
COMMERCIAL FEES:
$50.50 Minimum (includes State Surcharge) OR Contract Value $ x 1%
Required
- If Permit Fee is less than
_ $ Permit Fee
on ALL new buildings and boulevard irrigation systems - = $ Radio Meter Read
$1,000, surcharge is $.50 = $ Meter(s)
- If Permit Fee is > $1,000,
surcharge increases by $.50 for each $1,000
a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). _ $ State Surcharge
$1,000 Permit Fee (i.e.
Following fees apply
Call the City's Engineering
when installing a new lawn irrigation system. $ Water Permit
Department. (651) 675-5646, for required fee amounts.
$ Treatment Plant
$ Water Supply & Storage
$ State Surcharge
TOTAL FEES $ `7 0 „�
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility
damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; 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 th- be in accordance with the approved
plan in the case of work which requires a review and approval of plans.
X
---/-31-401e;
Applicant's Printed Name
FOR OFFICE USE
Applicant's i g n atu re
roved By
Required Inspections:._Under Ground ';_Rough -In Air Test
s Testy'
equire
Page 1 of 3
j
CITY OF EAGAN Permit No.: Date:
3830 Pilot Knob Road Meter No.: ~ (Z'r~ ~4 Size:
P.O. Box 21199 ReadecNo.: n 14 r / Date: _ ' , ~
Esgan, MN 55121 Uwner : 6-+1 4~1
Site Address: ~
Plumber: 3PRIMKLER (water only) METERS r~/' ~ 1?~y~
ARE TO BE INSTALLED AHEAD OF 1 agree to compiy wlth the City~Eagan
DOMESTIC METER ON WATER ardinan
LINE. CREDIT WILL NOT BE GIVEN
FOR DEDUCT M ETERS.
~.12
`'OERMIT
.
SEWER A WATER PERMIT FICE USE ONLY
CITY OF EAGAN METER # yZF a°!) 77
3830 Pilot Krrsb Rd. PERMIT DATE i 9 i&' ~
Eagan, MN 55122-1897 CHIP # Gb Z&~S0 PERMIT # -t G6 u~
MET'ER SIZE ~ B.P. RECEIPT # C 1855
ISSUE DATE r g^ B.P. RECEIPT DATE 5/ 8~ 89
DATE
- PRV _ BOOSTER PUMP
` , ~
SITE ADDRESS • ~ PERMIT REDUESTED
LOT _BLOCK 1-SEC/S6B
SEWER 1< WATER - TAPS
APPLICANT: C. 9-"f
ADDRESS: -COMM/IND _RESIDENTIAL
~f~~~ •6
CITY, STATE = ~ - ZIP _ NEW _ EXISTING
PNONE:
Lawn Sprinkler Meters are to be Installed
PLUMBER: Ahead of Domestic Meters on Water Line.
ADDRESS: Credit WILL NOT be given for Deduct.Meters.
CITY, STATE - - ZIP
PHONE:
(AGREE TO COMPLY WITH CI ~QF
OWNER: EAG N O NA CES ADDRESS: ,!~F~ - ,~-r F _ r' : 2 . ~ r ~ C_ ~
CITY, STATE~'~~' ZIP ~
PHONE: IGNATURE NHEN METER ISSUED
PLEASE ALLOW TWO WORKINO DAYS FOR PROCESSING. CALL 4546220 FOR INSPECTIONS. FOR STORM
SEWER PERMITS, CONTACT ENGINEERING DEPT.
SEWER & WATER PERMIT OFFICE USE ONLY
CITY OF EAGAN METER # PERMIT DATE 7! 1Gl"i(1
3830 Pilot Knob Rd. 10662
Eagan, MN 55122-1897 CHIP # PERMff ~
METER SIZE B.P. RECEIPT # ~ 1855
OATE --~,1 ISSUE DATE B.P. RECEIPT DATE 5/ 8/ 89
_ PRV - BOOSTER PUMP
SITE A66RESS PERMIT REQUESTED
LOT BLOCK SEC/S~1B
- SEWER ` WATER - TAPS
APPUCANT: ADDRESS: - COMM/IND _ RESIDENTIAL
CITY, STATE ZIP NEW - EXISTING
PHONE: ~
, Lawn Sprinkler Meters are to be Installed
PLUMBER: , ` Ahead of Domestic Meters on Water Line.
ADDRe'SS: r Credit WILL NOT be given for Deduct Meters.
CITY, STATE - - - ' - ` ZIP PHONE:
. I AGREE TO COMPLY WITH CITY OF
OWNER: ~ - - - EAGAN ORDINANCES
ADDRESS: -
CITY, STATE ZIP
PHONE: SIGNATURE WHEN METER ISSUEO
PIEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM
SEWER PERMITS, CONTACT ENGINEERING DEPT.
1
~ CASti Rr-CEIPT . .
CITY OF EAGAN ~
3830 PILOT KNOB ROAD
EAGAN, MINNESOTA 55122
DATE 18
"~r o i tJ / ~ f ~L •
nti+ouwr
e, DOLuws
,00
? CASH [ICHECK
FM • ,f.~ ~~-~-'U// L.1~~ . ~4- ,
Fuwo oaJE r aMouNr
Thank You ,
BY
C Q r wNt--p8y- COPY
YeMow-Poetln9 CaVY
Plnk-Flle Copy
BLDG. PER~VIIT NO. o P
;
01-3210 Bldg. Permit
. 01-3422 Plan Check
~ 01-3445 Surch./Adm.
~
~,j-01-3446 SAC/Adm. 01-2155 Surcharge
~ 75-3860 Road Unit -
J J 20-2275 SAC
0.0-3865 Water Conn.
u
20-3868 Water Trmt. f
20-3716 Water Meter " -
20-2252 Acct. Dep.
20-3713 Water Permit
20-3743 Sewer Permit
~
79-3856 Sewer Conn.
28-3855 Park Ded.
TOTAL
I
•
.ii
f
r
~ti zc~,-~-~-~ • ~s_
~y•
CITY OF EAGAN 1V42.8
3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121
PHONE: 454-8100
BUILDING PERMIT Receipt #
To be used for Est. Value Date 1'LkY g , 19 `
Site Address ~;ji?+anU RD Lot Block L Sec/Sub. t~'•+~'1 CE~Q1RE 100 OFFICE USE ONLY
Occupancy FEES
Parcel No.
Zoning Pfl Q10
W Name (Actual) Const ~ t-ta Bidg. Permit 3 E b.('~4
3 Address ' L:'I Lf,c (nuowabie) v-~ Surcharge ~71.O+D
0 City Phane `7-1 ? 76 # or stories 1++ l?3S!
Len91h Plan Review 1 ~+33•
, o Name c4 oePm 98, sac, ciry 20q • U0
OU ` Address S.F.Total 14L400 2,I5('..!
~ City Phone ~+5! -S`~41 S.F. Footprints 7,830 snc, Mcwcc
On Sita Sewage _ Water Cono
~
uw Name On Site Well
W W ~ Water Meter
Addr@SS MWCC System
aW City PhonQ 543--~-~c1 Ciry waTer }C~~ Acct. Deposit
, PRV Required _ S'W Permit ~ V•~~'
I hereby acknowiege that I have read this application and state that the `eooster Pump - S+W Surcharge
information is correct and agree to comply with all applicabie State of
Minnesota Statutes and City of Eagan Ordinances. Treatment Pi 4 56. C>i %
Signature of Permitee APPROVALS Road Unit 5•"-f'
°~G1.
T . ( Planner - Park Ded.
A Building Permit is issued to:
on the express condition that all work shall be done in accordance with all Council
anolicable State of Minnesota Statutes and City of Eagan Ordinances. gldy. 09. Copies
Variance' - TOTAL ~ '4 7 • 00
, Iding Official
Permit No. Permit Holder Date Telephone #
WAiER
SEAR
PLUM8ING
N1 'A~.
H.V.A.C.
ELECTRIC 0~.~~f ~ -.LC~ ~ • 4/ U e 1 33
Inapection Date Insp. Commer?ts
Fowiriy5 i %,16 6,)
Foundation G 1 41? L-~~ AJ,O
Framing 4,' j~
Roofin9 ~ ~ ~4,2
Rough Pibg.
Rough Htg.
IsuL l ~ 7/,F-f
Freplace
Fnal H ~
ts
Fnal Plbg.
Const. Meter Plbg. Inspector- Noiify Plumber y
Engr,/Plan x~z T G7C
Bldg. Final tc.J Tc
Dedc Ftg.
Deck Final
weu
Pr.Disp.
~co o~ s TO-/a- -
E a^~~ ~r PLUMBING PERMIT For Office Use Only
• • C I T Y O F E A G A N PERMIT # 7z l
CONTRACT 3830 PILOT KNOB iiOAD, EAGAN, MN 55122 RECEIPT
PRICE `r-" PHONE 454-8100 DATE:
Site Address BLDG. TYPE WORK DESCRIPTION
Lct Bloc f Sec b Re5• New
„ MuR. Add-0n
Name Comm. Repair
Other
~ Address t_'
~ RES. PLBG. ONLY - COMPLETE THE FOLLOWING:
~ CityS{-`?a.1. i' 44", Phone ~ _
- NO. FIXTURES TOTAL
Water Closet - $3.00 $
IS, ~ Name ~ Bath Tubs - $3.00
~ Address - Lavatory - $3.00
City'L) Phone Shower- $3.00
Kitchen Sink - $3.00
UrinaUBidet - $3.00
FEES Laundry Tray - $3.00
COMM./IND. FEE -1% OF CONTRACT FEE Floor Drains -$1.50
APT. BLDGS. - COMM. RATE APPLIES Water Heater -$1.50
TOWNHOUSE 8 CONDO - RES. RATE APLLIES Whirlpool -$3.00
MINIMUM - RESIDENTIAL FEE $12.00 Gas Piping Outlets -$1.50
MINIMUM - COMM.IND./FEE $20.00 (MINIMUM • 1 PER PERMIT)
STATE SURCHARGE PER PERMIT .50 Softener -$5.00
(ADD $.50 SIC PER EACH $1,000 OF PERMIT FEE) Well -$10.a0
, Private Disp. - $10.00
Fiough Openings - $1.50
SI ATU P RMI EE PERMIT FEE: Q1 fl?n._
F STATES S/C:
FOR: CITY OF EAGAN GRAND TOTAL:
PERMIT # G
r
. MECHANICAL PERMIT RECEIPT #
CITY OF EAGAN
~ 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: ~ -
CONTRACT PRICE: PHONE: 454-6100 For Office Use Only:
Sit@ AddreSS ' t ' ~ "
' BLDG. TYPE WORK DESCRIPTION
Lot Block Sec/Sub
~ -T- Res. New
: 1; -
Mult Add-on
Name
Comm x Repair
Address aher
c City ` Y~ y~ • Phone
Name " 7~ FEE5
RES. HVAC 0-100 M BTU - $24.00
c Address ADDITIONAL 50 M BTU - 6.00
39 p City ~ ~ ' f ~1.. Phone - ~ ' %(RES. HVAC INCLUDES A/C ON NEW
CONSTRUCTION)
GAS OUTLETS (MINIMUM - 1 PER PERMI'n - 1.50 EA.
TYPE OF WORK COMM/IND FEE - 1% OF CONTRACT FEE
Forced Air M BTU APT. BLDGS. - COMM. RATE APPLIES
TOWNHOUSE 8 CONDOS - RES. RATE APPLIES
Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL AOD-ON 8
Unit Heater X M BTU REMODELS - 12.00
Air Cond. M BTU MINIMUM COMMERCIAL FEE - 20.00
STATE SURCHARGE PER PERMIT - .50
Vent CFM (ADD $.50 S/C IF PERMIT PRICE GOES
Gas Piping Outlets # BEYOND $1,000)
; Other
FEE:
S/C: ~ j SIGNA7URi OF P519MITTEE •
TOTAL• FOR: CITY OF EAGAN
,(t .-r
i~ . . , . .
PERMIT #
,
, . • , , MECHANICAL PERMIT RECEIPT #
CITY OF EAGAN DATE '1 y
91 3630 PILOT KNOB ROAd, EAGAN, MN 55122
CONTRACT PRICE 33 70 PHONE: 454-8100 For Office Use Only:
Site Address I Q M ti `C • J t c gLpG. TYPE WORK DESCRIPTION
Lot % Block ~ iv/Sub R~ New ~
Name ' 0,t °IL' K Mult Add-on
m • ~ ~
~g Address v 1-- d Y• i; 14 V o Comm. Re ir
City N- T. ~Q ~L Other
c - Phone l''l
FEES
~ Name S 1 'V
~ `IL 4 v RES. HVAC 0-100 M BTU -$24.00
; Address ~ 20 tl ~ ~ s f r d • ADDITIONAL 50 M BTU - 6.00
p Ci t y !`'t. , b^/ P hone (RES. HVAC INCLUDES A/C ON NEW
CONSTRUCTION)
GAS OUTLETS (MINIMUM -1 PER PERMIn - 1.50 EA.
TYPE OF WORK COMM/IND FEE - 1gb OF CONTRACT FEE
ForCed Air M BTU APT. BLDGS. - COMM. RATE APPLIES
TOWNHOUSE & CONDOS - RES. RATE APPLIES
Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL ADD-ON 8
Unit Heater M BTU REMODELS - 12.00
Air Cond. ~ M BTU $ MINIMUM COMMERCIAL FEE - 20.00
STATE SURCHARGE PER PERMIT - .50
Vent CFM (ADD $.50 S/C IF PERMIT RRICE GOES
Gas Piping Outlets # BEYOND $1,000) •
Other ~
r ~v~'~v ~"~?~,,~v
FEE:
SIGNATUR OF PERMITTEE
~ S/C:
TOTAL• ~t~ FOR: CITY OF EAGAN
r . INSPECZ ION RECORD
CITY dF EAGAN PERMIT TYPE: i i"?"' ~ ~
3830 Pilot Knob Road Permit Number:
Eagan, Minnesota 55122-1897 Date Issued:
(612) 681-4675
SITE ADDRESS: I" / 101' 1 010 l APPLICANT:
~(I r; i Btrif r ~
~ iAMKFf h0110l F ttb ~ : ~ ~~,a•, !
PERMIT SUBTYPE: TYPE OF WORK:
INSPECTION DATE INSPTR. INSPECTION TYPE D•
: t• ftM i Nit I:1I11lf)1 I M 1' I It',
ftt~t1~~11 I M f11 I, f( WF~t I t I:t,
; I~1r~+ ii i~. 1 4 flrt!
i i f~i :'Nl) F I Mul: I, l miliil i L', I 1 I uu! iIN l'.{; i(ri ,3 M; U i
I ~
~ J
Permlt No. Pern?R Holder Date Telephone #
ELECTRIC g /O ~.S OD
T
PLUMBING
, HVAC
Inspection Date Insp. Commenta
FOOTINGS Jr~~/~G 'VIX
< <o 464
FOUND Ak
FRAMING 7~ p l/U 3~l6 !~•!S 1 .p 'ZSQG
o4c - S/7
ROOFING aa,',
ROUGH
PLUMBING ,
jt. PLBG
AIR TEST f < « y 2-~
ROUGH
HEATING
GAS SVC
TEST d- 6
INSUL
GYPBOARD
F{REPLACE
FIREPLACE
AIR TEST
FINALPLRG
..f
FINAL HTG
J~ir
rESTT
BLDCi FINAL
/
BSMT R.I.
BSMT FINAL
,
n!=c{ FTc
- ~
' INSPECTION RECORD
.
CITY OF EAGAN PERMIT TYPE:
3830 Pilot Knob Road Permit Number:
Eagan, Minnesota 55122-1897 Date Issued: ~
(651) 681-4675
L.
SITE ADDRESS: APPLICANT:
PERMIT SUBTYPE: TYPE OF 1NORK:
INSPECTION . .A
Idtr Afrl,ll l. it.i 1 l i..It ,
~ - . 'c . . r . . . { ~
II
I ~ J
Permft Holder Dete Telephone N
~ SEWER/
WATER
' PLUMBING
, HVAC
Inspection Date Insp. Comments
FOOTINGS .
FOUND
FRAMING
d ~
ROOFING
ROUGH
PLUMBING
PLBG
AIR TEST
ROUGH
HEATING
GAS SVC
TEST
INSUL
GYP BOARD
FIREPLACE
FIREPLACE
AIR TEST
FINAL PLBG
FINAL HTO
ORSAT
TEST
BLDG FINAL
DOMESTIC
METER
IRRIGATION
METER
FLUSH
MAINS
corvoucnvirr
TEST
HYDqOSTATIC
TEST
BSMT R.I.
BSMT FINAL
DECK FTG
DECK FINAL
SIgnL BAtvx CITY OF EAGAN N? 16428
3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121
/~.e~'X
BUILDING PERMIT PHONE:454-8100 Receipt # (/y / ~ d
To be used lor BANK Est. Value $942, 000 Oate MAY 8 , 7989-
Site Address 1270 YANKEE DOODLE RD
Lot 1 Block 1 Sec/Sub. O E RE 1 ~FFICE USE ONLY
Parcel No. ND occupancy B-2 FEES
Zoning PD CSC
w Name SIGNAL BANK (AcwaqConst I -1~- N BIdg.Permit 3.366.00
o Address 100 SIGNAL HILLS (Allowabie) V-N Sumharge 471.00
City W ST PAUL Phone 457-1776 #orsrodes 1+$SXT
LengM -gg' Plan Re~iew 1,683.00
io Name i.AN(:F.R CONSTRiICTTDN CO Depth 981 SAC,Ciry 200.00
gg AddresS 54 E MOREI.AND S.F. iorai 14,_900 SnC, MCwCC 1 150. 00
~ City W ST PA11i. Phone 657-5993 S.F.FOOtprints 7~830
On Site Sewage _ Water Conn
ww Name AND .R .N C 0 TP AR HI ECT .TD OnSiteweil - WaterMeter
iE Address 7601 WAY .ATp EI.VD, SII7TE 211 MWCCSystem XX
aw City P17'NNF.pPOL.IS Phone 59 -09 O CiryWater XX AccLDeposit
PRV Required - S/W Permit 20.00
I hereby acknowlege that I have read this application and state that the Booster Pump - ~S/w Surcnarge 1.00
intormation is correct and agree to comply with all applicable State oi ~
Minnesota Statutes and ity ot Ea an Ordinances. Treatment Pi 456. 00
signacure of aermi ' APPROVALS Road Unit 2,295.00
ABuildingPermi is" uedto: LANGER CONSTRIiCTTON Planner - Pa~p~ 4.901.00
on the express condition that all work shall be done in accortlance with all Council _
applicable Stale of,Minnesota Statut/es an.ydyC~it,y/ of Eagan Ordinances. Bldg. ON. _ Copies
Builtling Official l1~ 1~A. ~ 1 i ~/1 Variance - TOTAL 14,543.00
0Sa. so
~ 2005 COMMERCIAL PLUMBING PERMIT APPLICATION C k. 2 I
CITY OF EAGAN
3830 PILOT KNOB ROAD, EAGAN MN 55122
651-675-5675
Date
SiteAddress 12-70 unk-e'_ !)oo~ Unit#
Tenant Name fi'S 50c i' V1PtA /3 "').Z.- Former Tenant Name
Property Owner S 4Telephone )
Contracmr
Harris Mechanical Services City
address _ 909 Montreal Circle
State _ St. Paul, MN 55102 Telephone )
License #
The Applicant is _ Owner Contractor _ Other
Work Type New Bldg _ Modify Tenant Space RPZ PVB New RepairBebuild _ Replace
Irrigation system Work within public right of-way/easement _ Yes _ No
Rain sensors are re uired on irri ation s stems
Description of W ork F Qbvi' t J / ~P L-
To inquire if Pressure ducing Valve is required on new service, call 651-675-5646
Meters - Ca11 65 1-67 5-5 3 00 to verify that hydrostatic, conductivity, and bacteria tests passed prior to uickiue uu meter.
Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works
Fue Size & Price 3/4" disolacement $161.00
Domesric Size & Type Avg GPM Includes high demand devices? _ Yes _ No
Flushometers Yes No PRV Required _ Yes _ No
Permit Fee $50.50 minimum (includes State Surcharge)
Contract Value $ x 1% _ $ ~v • 0) Permit Fee
$ Meter(s)
Required on all new 6uildings & boulevard irriaafion systems $ C R2dio Metei Read
If pemtit fee is $1,000 or less, surcharge is $.50 $ STdte SuLCb3tge
If permit fee is over $1,000, surcharge is $.50 per $1,000 of the Permi[ Fee
Following fees apply only when installing new irrigation system $ Water Pemut
Call Jerry Wobschall at 651-675-5024 forrequired fee amounts
$ TreaunentPlant
$ Water Supply & Storage
$ State Surcharge
$ TMahFee
I~ , ~ f~ '1 til ~
I hereby apply for a Commercial Plumbing Permit and acknowledge that the informarion is complete and accura6e; tHat t}I'e workJw111 b'e'ii ~
confomiance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand thiil is'not a,perr}~itb~o y an
application for a permit, and work is not to start without a peanit that the work will be in accordance with the approved, plan in tht Cas~c~~`iYork
which requues a review and approval of plans.
ApplicanPs Printed Name Applicant's Signature
PERMIT 0,eO-57s77
CITY OF EAGAN
3830 Pilot Knob Road PERMIT TYPE: B U I L D I N G
Eagan, MinneSOta 55122-1897 Permit Number: 027663
(612) 681-4675 Date Issued: 0 5/ 2 3/ 9 6
SITE ADDRESS:
1270 YANKEE DOODLE RD
LOT: 1 BLOCK: 1
TOWN CENTRE 100 2ND
p.I.N.: 10-77051-010-01
DESCRIPTION:
(SIGNAL BANK)
Vuildi g,Permit Type COMM./IND. MISC.
fBuilding 'W'o.rk Type ADDITION
„'JU6G0cCUpan c`y>, B
f ConstrucCion T,~ge II-N Z`tl rY Si Tt g' ~ P D
{s Buildin9stories .J~ 2
~ Census Cade 437 ALT. NONRES.
REMARKS:
ADD 2ND FLOO.R REMODEL 1ST F100R FINISH BASEMENT
FEE SUMMARY: '
VALUATION $1.100,000
Base Fee $5,287.25 CITY SAC $900.00
Plan Review $3,436.71 TREATMENT PLANT $1,188.00
Surcharge $540.00 Total Fee $14,051.96
SAC $2,700.00
SAC % 100
3AC Units 3
Subtotal $11,963.96
CONTRACTOR: - Applicant - OWNER:
LANGER CONST 24575993 SIGNAL BANK INC
54 E MORELAND 2060 S ROBERT ST
W ST PAUL MN 55404 W ST PAUL MN 551.18
(612) 457-5993 (612)552-2770
I hereby aeknowledge that I have read Lhis appliaativn and state that the
irtfiormation"is c`9rrect end'agree Co cb'mply with all appliceble 'State of Mn.
5tatutes arltd Ci,ty of pagon prdinances.
J~ n.~ n~fi~~~
APPLICAN E ITEE SIGNATURr ISSUE B: IG R r
14to CITY OF EAGAN 1996 BUILDING PERMIT APPLICATION (COMMERCIAL) ~
6814675 The following are required wRh appropriate certification for all My wnstruction:
~ 2 each: archkeGurel plans; mech. & elec. plens; fire sprinkler plans; sttuGural plans; site plans; landscaping plans; greding/dreinage/erosion control
plan; u[ility plan
~ 1 each: set of apecihcetlons; set of energy calculations; electrical power Ulghting fortn; Special Inspections & Testing Schedule
~ Letter hom MC/WS (phone #222-8423) indicating SAC Aetertnination
~ Code analysis indicafing: Codes used; oaupancy Gassifications: setbacks; maximum allowable area as per Building and Ciry Codes along wah sq.
ft. per floor; type of consWdion (synopsis of construction components) S any ocapancy or area separation wells;
oaupanq loads; exk synopsis with e diagram indicating exiting loads from each room or erea, travel paths & all rated
corridors; plumbing fixtures; and parking.
DATE: ZI -JS - g(' WORK TYPE: _ NEw ~ REMODEL
DESCRIPTION OF WORK: Adl 5&6"a Llooa~ VQrno,lel JS'' ga%J~- oud- gas.at~~d-
CONSTRUCTION COST: TENANT NAME: .Z'gnq/ 1~nK
SITEADDRESS:
LOT ~ BLOCK ~ SUBD. 'Ityft 6^ IOD P I.D. #
PROPERTY Name: 5%Gna/ 6c~fiK J1~. _ Phone#:
OWNER W
Street Address aG 6e~5 -S P, o
City: P4 u l State: i~ Zip:
CONTRACTOR Company: l;,n ao.r t'~Oacr- Phone
Street Address*
City:~i St pCru/ YY//`.) zip:
ARCHITECTI Company: IXnJzrSer~ Phone #S 5 3'C3gSG
ENGINEER
5/6D
Name: ~au~ l;nd.e~rS~n Registration M
R rE c k t'ti L- L,
AI'R ~5 i:,,:;~ ' Street Address• 7~ ~l ~~~~.;L7~~ l{ ~a~ 1-
CitY: rnlhnee~P/~I%S _ State: {lM Zip:
Sewer & water licensed plumber:
I hereby acknowledge that I have read this application and state that the info tion is correct and agree to comply with all
applipble State of Minnesota Statutes and City of Eagan Ordinances.
Signature of Applicant:
OFFICE USE ONLY
Y
BUILDING PERMIT TYPE
? 01 Foundation .:~V69 Comm./Ind. Misc. ? 21 Miscellaneous
? 18 Comm./Ind. ? 20 Public. Facility
WORK TYPE
0 31 New o 33 Alterations ? 35 Tenant Finish
~ 32 Addition ? 34 Repair ? 37 Demolition
9boe,wK
GENERAL INFORMATION
Const. (ActuaO Q'--/Y Basement sq. ft. MC/WS System
(Allowable) ;Z-N First Floor sq. ft. City Water £xs>
UBC Occupancy 23, sq. ft. Fire Sprinklered ~XsT
Zoning i~- sq. ft. Census Code y37
# of Stories sq. ft. SAC Code 30
Length sq. ft. Census Bldg. /
Depth Footprint sq. ft. Census Unit O
APPROVALS
Planning Building Engineering Variance
~
Permit Fee ~z s 11-z Valuation: $4 /0 o, 000
Surcharge Sf'o.on ~--`soa.zrr(z.7rfiao)
S e v(..,.~ x. aoey~
Plan Review 3, y3G.-7 / 4~se~Z Zr x Gr
MC/WS SAC z, qcnr3
City SAC 9oo,ao r--3aofJ
Water Conn.
S/W Permit 41ir
S/W Surcharge %L_
Treatment PI. ,oo ~-~y6 X3
Road Unit k/A
Park Ded. a/a
Trails Ded. ,v/A
Water Qual.
Other ~
Copies -
Total: A1, Os/. 9l0
°k SAC
SAC Units ~
Meter Size
:zP<;;;?;cX~i::w:f•"cikr,c:+,;;;:;:;r;5:;i>!;rcX"•„
t;!:rv 00 ::_AGr-,N
Tt.ii(iAliW A'.(J^ 80,
D1ir:I i.R122!98 rT.t4E; W2059
i?7 :t
"
NAM1'.:' 1_f1N(;E' C;OP:irjTl': .l~~ ~ r.d
_ . .~.~fJ".f::\' f.;l.)hi%'il..
';?:1.0 `ii0:.:~'1. '!.c'7C) ti'tdlC_~. II~JI_G? i.i4,.i[i
. ,
34_,-r.. , cin~'ti ii.'.+'Cl VNI'Pnr r'~p r
~..I..., ~„~i..
F05 `iCJfpl 070 Vt.!Y,.;i: LiJi..l:-' 5.50
,
,n4.al I'iF:^]'n:i.(.il: A'Oi,ri'.,• 292.'r.!1t.
CR;.pt,? 40
U`;E:t I% NF;tdCv
~ CITY OIF EAGAN PERMIT
3830i°iloC Knob Road PERMIT TYPE: B iJ I L n t iu c
Eagan, Minnesota 55122-1897 Permit Number. 03A260
(651) 681-4675 Date Issued: 12 /22 I95
SITE ADDRESS:
1270 raivKeE ooooLe RD
LOTe :I. L'LOL'K e 1
TOWN CENTRE 1~DO ZND
10-77051-010-01
DESCRIPTION:
s7rNAL BaivK Bu' dinW-'Permit l'~ppe COMM.ITNG. mISC.
Bdinq ~16-r`k TYpe AL7ERATION
,rJensus Cvdc ~ 437 ALT. NONRES.
.i--
REMARKS:
F'1.f1N f?GVIEWEO EV CRfl:(G p!OVAC7YK.
NO ARCHSTEf.'i LLSTED. OFFICF & DUMBWFlITER.
FEE SUMMARY:
VHLURT:I(JN $11.000
aart3 Feo 3174.7E;
Plan Fteview ~113.59
5ur-charqe $5.GB~
i"otal Fee $293.8a
CONTRACTOR: - Aoolicant - OWNER:
L.RiVGER CONST 24575953 SIGIVFlI_ EsANK EFlGNN
SA14 G MORELRND 1,270 YHNKEE UOODLF RC7
W:S7 PAUL MN 55404 EAGAN hIN 65121
(612) 457-5993 (651)
a
I tierebv acknowledqe that T have read this application anci state thr•Y tne
infiormation is correet dnd anree to complv wi.th ay: apol,,cable St:aTe oiMn.
Statutes and Citv ot Eaqan Ordinances.
L -
~~nl
APPLICAN7/ RMI7EE SIGNATURE I D BV: SIGNATU E
:
ti 1998 BUILDING PERMIT APPLICATION (COMMERCIAL) G
~ CITY OF EAGAPt C!
681-4675
A a--9 3
Submit.following to obtain necessary permit
Foundation Only New Construction Interior Improvement
structural plans (2 sets) architecmrel plans (2 sets) architectural Olans (2 sets)
civil plans (2 sets) structurel plans (2 sets) code analysis (1) °
code analysis (7) " civil plans (2 sets) project specs (1 seq
soils report (1) landscaping plans (2 sets) Key Plan
projectspecs (1) codeanatysis (i)" energycalculations (1) nMalways"
Special Inspections S Testing Schedule " soils report (1) Efectric Power 8 Lighting Form (i) not always "
SAC determination letter from MCNlS - SAC determination le@er fmm MCNVS - SAC determination letter from MCNVS -
call 602.1000 call 602-1000 call 602-1000
SpeciallnspectionsBTestingSchedule(1)
project specs (1)
energycalculatlons (7) "
Electric Power & Li hting Fortn (1) "
Contad Building Inspections for sample
Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 215-0700 for details.
DATE: ~ U 4 WORK TYPE: _ NEW t---*~REMODEL
DESCRIPTION OF WORK:
CONSTRUCTION COST: TENANT NAME:
SITE ADDRESS: n Cf, ~ SUITE
LOT l BLOCK SUBD. 'r0 UJ n C1•-P i~~~- I 0 0 P.I.D. #
Name:_~~~~ Phone -
PROPERTY Last First
OWNER 1~,0
Stree[ Address:_
City ---""`ig /~r • State: "Lip: S-S
~~j.~'~
Company:_ Phone N:
CoN-110,CTo
g Street Address: License q
City S[ate: "Lip:
ARCHITECT/
ENGINEER Compazny:__ Zx~- Phonc ti:
N:une: Rcyrist[a[ion -
Sircct Address: -
City Statr. L'ip'
Sewer & water licensed plumber (only if installing sewer 8, water):
I hereby =Hge"trt i a this application and state that the information i5 correct and agree to comply with all applicable State
Minnesot StatMr6abd4Ci~q(~agan Ordinances.
t~~
Signature of Applicant: ~
$y ~ OFFICE USE ONLY
.
i .
BUILDING PERMIT TYPE
? 01 Foundation ~ 19 Comm./lnd. Misc. ? 21 bliscellaneous
-9 18 Comm./ind. ? 20 Public Facility
/
WORK TYPE e~FF/z~e,7- -.b UN!/3(,4)dt-/7"Ew----
? 31 New 15 33 Alterations ? 35 Tenant Finish
? 32 Addition ? 34 Repair ? 37 Demolition
GENERAL INFORMATION
Const. (Actual) ~ Basement sq. ft. MC/WS System
(Allowabie) 'TL_~ First Floor sq. ft. City Water
UBC Occupancy sq. ft. Fire Sprinklered ~
Zoning ~ sq. ft. Census Code
# of Stories sq. ft. SAC Code 3b
Length - sq. ft. Census Bldg.
Depth Footprint sq. ft. Census Unit a
APPROVALS -
Planning Building CkAA6- Engineering Variance
f Oi:
Permit Fee Valuation: $ 1 000;~-
Surcharge
Plan Review !1 .
MCNVS SAC
City SAC
Water Conn.
S!W Permit
S/W Surcharge
Treatment PI.
Park Ded.
Trails Ded.
Water Qual.
Other
Copies
Total:
% SAC
SAC Units
Meter Size
I r:'
" a.4 N l-C
1989 BIIILDIAG PTAMIT APPLICATION - CITY OF EAG9N
SINGLE FAMILY DWELLINGS I~ • 2q
INCLUDE 2 SETS OF PLANS, 3 CERTIFICATFS OF SURVEY, 1 SET OF ENERGY CALCULATIONS
NOTEs ADDRESSFS FOR CORNEE LOTS - CONTRACTOR/BOMEOWNgR MDST DESIGNATE WAICH 9DDRESS
IS DFSIRED. AO CHANGES WILL BE ALLOWED ONCE SDILDING P6AMIT IS ISSOED.
MULTIPLE DHEI.LINGS RBNTdL ITNITS FOR SALB ONIT3 # OF UHIT3
INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVfiY - CHECB WITH BLDG. DEPT.v 1 SET OF ENERGY
CALCULATIONS
CONE~IEACIAL
INCLUDE 2 SETS OF ARCHZTECTURAL & STROCTURAL PLANS,
1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCIILATIONS
To Be Used For: /Ue,6u Valuation: ~4Q, DOO Date:
Site Address MrIU YANKEE DccmtN` hobAA 0FFICE IISE ONLY
Lot ~ Bloek ~ Oeeupancy $"2 FEES
Zon3ng pD GSC-
Parcel/Sub'~ovu CF_tdT'gE /DO ,~riD Al?Dy Aetual Const 7L-N Bidg. Permit 3366
> Allowable V-N 5ureharge 9 71
Owner .~qN~~ ,Ott?rf # of stories I~ 6sMT Plan Review
Length r 78' SAC, City 2aV
`
Address /00 ,~„t,uR1 1frl~ Depth 9$ SAC, MWCC 1150
S.F. Total JLI o0 Water Conn - ~
City/Zip Code Footprint S.F. r1 Qi30 Water Meter I
Aeet. Deposit -
Phone On site sewage, S/W Permit Zo
/ On site well S/W Surcharge I
Contraetor ,e~ir• Gf-~eSrewT eo!;~' MWCC System 7~ Treatment Pl. 4456
City water 17 Road Unit 229.5
Address A4,64t,f PRV required _ Park Ded. 441101
~ Booster Pump Copies
City/Zip Code TaTAL 3. ~0
Ar27N t2tS'1,au) AYPROPALS
Phone Planner _
/ Council '
Arch./Engr. a- ~Q.1427z Bldg. Off.
/ Varianee
Address D/ ~ e~ /Couneil ~
City/Zip Code
Phone # An,DG7tS&4
NOTE: Sewer & Water Permit fees and account deposit fees irill be ineluded in the buildiag
permit fee. Pracessing time for sewer and vater permits is two days once a lioenaed
plumber has applied for a permit at City Aall.
PE1z.•n i~` vA L U A't' I bt4-= ~ 1 y 2, v~v ~ ~ y
~ ss soo, o~o _ ,
Z ° 3y,so
y4aKx -2
I 3 Z~, oa
4d + 'J
3 3 65 . So b'R 3 36 6
S~.c2cHar- (~E.
91421 ODvX,000S; Ll rjI
p~~N REviEw
33~'6 X 5D~ = /683
51'.G
CiTv
X r00
M wc.c~
2 X Sl75 = II $d
TR. PLAtiir
a-~ zzw = tis(r.,
I.iNI r.
Z,2S AGgES X ~ozo ~ 2a.95
Pa cz~ i ~
q'~6010 SFx :aS= y9otD.SO 0)2 l.(q
Bl
~ CITY USE ONLY
L ~ BL ~ J RECEIPT#: .S~fo5~3
SUBD. DATE:
~1996 MECHANICAL PERMIT (COMMERCIAL)
• CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN, MN 55122
(612) 681-4675
Please complete for: ? all commercialrindustrial buildings.
? multi-family buildings when separate permits are nM required
for each dwelling unit oJ
nr;rF: CnR'TPA(:T PF'IrF:
~ r_. WORK TYPE: X NEW CONSTRUCTION k INTERIOR IMPROVEMENT
DESCRIPTION OF W0RK:--)~D1i-)0rk' sL~c;S~1lv, 06+W0.T~.'C hszw~"S`lST'2Y?'1 .
11 h1.a~ CLIa ~ S, PP+~q-12r~ .
~hs q
FEES: ?$25.00 minimum fee pt 1% of contract price, whiehever is greater.
? Processed piping - $25.00
? State surcharge of $.50 per $1,000 of pgtIDa fee due on all pertnits.
CONTRACT PRICE x 1%
PROCESSED PIPING
STATE SURCHARGE . sa
TOTAL o2~i8. s°
SlTE ADDRESS:. 2a2~70a,rti
OWNER NAME: S i~"\at I 13 o.v+ k. TELEPHONE ys 7-/77~
TENANT NAME: (iMPROVeMErns oNLir)
INSTALLER: S10 T~ S+ ~u m b i n
ADDRESS: 42 1-1
CITY: S+ STATE: ZIP2~6
" PHONE a202t4 -S(oI ~o
SIGNATURE: SI ATURE F PERMI EE CITY INSPECTOR
V CITY USE GNLY
L ~ BL RECEIPT
SU80. DATE: ~ (.0
1996 MECHANICAL PERMIT (COMMERCIAL)
• CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN, MN 55122
(612) 681-4675
Please complete for. ? all commerciaUndustrial buildings.
? multi-family buildings when separate permits are ~t required
for each dwelling unit.
DATE: r6 CONTRACTPRICE: ~~1 y°a
WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT
DESCRIPTION OF WORK: VA G
FEES: ?$25.00 minimum fee 2E 1°k of contract price, whichever is greater.
' ? Processed piping - $25.00
? State surcharge of $.50 per $1,000 of po339 fee due on all pertnits.
CONTRACT PRICE x 1%
PROCESSED PIPING
STATE SURCHARGE •S~
TOTAL
SITE ADDRESS: La 7
OWNER NAME: c TELEPHONE
TENANT NAME: (IMPROVEMENTS ONLY)
INSTALLER:
ADDRESS: ' ~
CITY: STATE: ~ ZIP• `'SI C
~ PHONE
SIGNATURE:
SIGNATURE O PERMITTEE CITY INSPECTOR
OFFICE USE ONLY
~OlS~S
L gL d RECEIPT
SUBD. DATE:
1996 PLUMBING PERMIT (COMMERCIAL)
CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN, MN 55122 •
(612) 681-4675
Please complete for: ~ all commercial/industrial buildings.
. muRi-family buildings when separete permits are np1 required for each dwelling
unit.
DATE: CONTRACT PRICE:~~~
WORK TYPE: _ NEW CONSTRUCTION ~ ADD ON _ REPAIR
DESCRIPTION OF WORK: Aa4 5o co ti cl s Tor-r +o LviI Lv. q
IS WATER METER REQUIRED? _ YES,Z NO. IF SO, PLEASE PROVIDE THE FOLLOWING:
WATER FLOW: GPM. ARE FLUSHOMETERS TO BE INSTALLED7 Lo YES _ NO.
FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE.
WILL YOU BE INSTALLING A METER FOR A FUTURE U.G. SPRINKLER SYSTEM? _ YES cNO.
ir SO, Yuii NiliS i F?FrLr rOR A SEFAFtA"fc U.G. SPiiiivetLER PErZir51T.
FEE: 825.00 minimum fee or 1% of contract price, whichever is greater. State surcharge of $.50 per
$1,000 of pg¢T]Lt fee due on all permits.
CONTRACT PRICE x 1% 41S1?
STATE SURCHARGE 15-6
TOTAL ySg • s;-o I
SITE ADDRESS: la70 ~/O, o-o cL ~Q, oa d.
TENANT NAME: S; a Y\a.. l~]l STE. # '
OWNER NAME: v-\. G
INSTALLER: <1'~'~
ADDRESS:
CITY: S) .~GU.._. l STATE: ZIP: ~SI~ I
PHONE#: SIGNATURE'
APPLICANT
OFFICE USE ONLY
METER SIZE: " DATE: INSPECTOR: ~ ~ ~~S J 16 A4
- 0
L
DU CONTRACTOR'S MATERIAL & TEST CERTIFICATE
PAfiTS A& B- UNDERGROUND PIPING
PROCEOURE
UVON COMPLETION OF WORK, INSPECTION ANO TESTS SHALL BE MAOE BV THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY
AN OWNER'S REPRESENTATIVE, qLL DEFECTS SHALL BE CORRECTED ANO SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN
FINALLV LEAVE THE JOB.
A CERTIFICATE SHALL BE FILLED OUT ANO SIGNED BY BOTFI REPRESENTATiVES. COPIES SHALI BE PREPARED FOR APPROVING
AUTHORITIES, OWNERS ANO CONTfEACTOR, IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAV PREJ-
UDICES ANV CLAIM qGA1N5T CONTRACTOR FOR FAULTV MATEFIAL, POOR WORKMANSHIP, OR FAILURE TO COMPLV WITH AP-
PROVING AUTHORITV•5 REQUIREMENTS OR LOCAI ORDINqNCES.
PROPERTV NAME DATE
SZGNAL HILLS BANK
FROVERTV ADORE55
1270 YANKEE DOODLE ROAD EAGAN, MINNESOTA
ACCEPTED BV APPROVING qUTHORITV('S) NAMES
INSURANCE SERVICES OFFICE ADDRE55
PLANS 6550 YORK AVENUE SOUTH EDINA. MINNESOTA
INSTALLATION CONFORMS TO ACCEPTED PLANS: VES ? NO ?
EQUIPMENT USED IS APPROVED vE5 ? NO ?
IF NO,STATE DEVIATIONS
HAS PERSON IN CHARGE OF FIRE EQVIPMENT BEEN INSTRUCTED AS TO LOCATION
OF CONTROL VALVES qND CARE OF THIS NEW EQUIPMENT? VES O NO ?
IF YES, GIVE NAME. IF NO, EXPLqIN.
INSTRUC-
TIONS HAVE COPIES OF qPPROPqIATE INSTRUCTIONS ANO CARE AND MAINTENANCE
CHARTS BEEN IEFT ON PREMISE57 YES ? NO ?
IF YES, GIVE NAME. IF NO. EXPLAIN.
FLUSHING: Flow the reQUlred rate untll water I5 clear as Indlcate0 by no collecllon o} foral9n materlal In bwiap bays
a ou e s such as hytlrants anC biow offs. Flush at flows not less than 400 GPM (1516 L/min) for 4-Inch pipe, 600 GVM
(2271 L/min) for 5-inch DiDe, 750 GPM (2839 Umin) for 6-Inch plpe, 3000 GPM f3785 L/min) for 8-Inch pipe, 1500
GPM (5678 Vmin) tor 10-Inch pipe, antl 2000 GPM (7570 L/min) for 12-Inch plDe. When supply cannot OroAU<e stlp-
ulateA flow rales, obtaln maxlmum avallabl8.
TEST HYDqOSTATIC: HyOroztatit [es[s shall ba matle at not less than 200 V51 (13.8 bars) for two hours or 50 P51 (3.4 bars)
a ova s a c pressure In excess of 150 PSI (10.3 bars).
OESCRIP- LEAKqGE: NBW pipe Iaitl wllh rubber gaSketetl folntz Shall, if the workmanshlp IS 5atisiaclary, n2ve Ilttla or no leaka9e at thE
o n s. e amount of leaka9e at the )olnts shall not exceetl 2 puarts Der hour (1.89 yhr) per 300 jolnts Irrespective ot pipe
TION dlameter. The leakage shall Ee tllstrlbutetl over all jolnts. It such leakage occurs at a few 7olnts the Installatlon shall be ton-
5ltlere0 unsalisfattory entl net9isary repalrs matle.
New pl e Ia10 With WulkeA leatl of leatl•SJbstllute jolnts Shall, I/ the workmanshlp IE W(ISfaClory, 118ve Ilttle oI no leakage
al the ~olnts. Any jolnt havlnq leaka9e Of more th2n a"Sli9ht Crlp" or "weeping" SM1all 6e fepaireG. Leekage shall not
exceeA 1 oi, (Ilqultl meafure) per nour per Incn (30 mL/25mm h) ot pipe tllameter pet olnt. The leakage shall Oe EIStrIDuteC
ovtr all fOlntS. If SUCh IGSkpgp OCCUIf 21TOSl enSlfely at i 18w ~o(nif, thB InstalldtlOn Shd~l b9 COnSIEefBtl un5dtI5/dctoly intl fi8t-
BSSdry fepall5 Tatle.
FEEDS BLDGS.
LOCATION
PIPE TVPES AND CLA55 TVPE JOINT
UNOER CLASS 52 D.I.P. SLIP JOINT
CONFORMSTO NFPA STANOARU VESXaX NO ?
GROUND IF NO, EXPLqIN
PIPES
AND JOINTS NEEOINQ ANCHORACtAMPED, STRqPPED, OR BACKEO IN YESXMX ND ?
JOINTS ACCOROANCE WITH STANDARD
IF NO, EXPLAIN
NEW UNDERGROUND PIPING FLUSHED ACCOHDING TO STANDARD
' BV(COMPANV ) VESYM
HOW FLUSHING FLOW Wq5 OBTAINED:
PUBLIC WATEFK= TANK OR RESERVOIR ? FIRE PVMP ?
THqOUGH WHAT TYPE OPENINO:
HVD. BUTT. ? OPEN PiPE)=
FLUSHING
TEST$ LEAD-INS FLVSHEO ACCORDING TO STANDARD VE$M
BY (COMPANY)
HOW FLUSHING WAS OBTAINED:
" PUBI.IG WATETJ= TANK OH RESERVOIR ? - FIHE PVMP ?
THROUGH WHAT TVPE OPENING:
V CONN. TO FLANGE 6 SPIGOT O OPEN VIPcM
FORM 85 AB, REVISED APqll 1979 VRINTEO IN V.S.A. FOR NAS 6 FCA, INC., P.O. BOX 719, MT. HISCO, N.V. 10549
HVDROSTATIC ALL NEW VNDERGROUND PIPING HVDROSTATICALLY TESTED AT
TEST ZOO pgI FOR 2 HpuRS
IEAKAGE TOTqL AMOUNT OF LEAKAC~ MEASUFED
V Gp'L"`• z HOURS
TEST qLLOWABLE LEAKAGE 1/(}
.
NUMBERINSTALLEu TVPE AND MqKE 6AL5. 2 HOURS
HVDRANTS NONE
AlL OPERATE SATISFqCTORILV VES ? NO ?
WqTER CONTROL VqLVES LEFT WIOE OPEN:
CONTROL IF NO, STATE REASON VES ? NO ?
VALVES HOSE THREADS OF FIRE OEPARTMENT CONNECTIONS AND MVDRANTS
INTERCHANGEABLE WITH THOSE OF FIRE DEPARTMENT ANSWERING ALARMT VES ? NO ?
DATE LEFT IN SERV~CE
REMARKS
NqME OF CONTRACTOR •
UNITED WATER & SEWER C0.
SIG FOR OPERTV OWNER (SIGNEO) TITLE
NATURES DATE
FOR CONTRACTOR (SIGNEO) / ~ ~
TITLj ^ OATE
TESTS WITNESSEO BV e ICE PRESIDENT 8-31-89
ADDITIONAL E LANATIO' ANO NpTES
~ i Sf-
GF:NF:RnI, INFf7RMATIUN ' 13-9
CONTRACTOH'S MATEHIAL & TEST CERTIFICATE FOR HeOVEUROUND PIPING
,
PFOCEDI/FE . `
Upon completlon ol work, inqrictlon and ipt, shNI W mMi bV tho ron<neterY npnMpi4UW Ifltl wIOVIMd OY M Drmb1 HPAMmbtlvg. All
Jelecu ipoll M eametaE mtl iY#um ldt In prviw Mfom eOnVaeWr 's pmmhirM111nd1y Npv tM 1a6.
A nqific.ts ~h,ll pe Illbd oul aM ppnM 6Y botX fpnMnOtML Ca01M Ih/11 W pPPonso far apprOVinp ou1hOrNIN, orunm &nd Oanlwelor.
It it uml.nlaotl the ovmsi npnoi Ilpnotun {n ne vnY Dniudlpe InY clNm pWInM eenvstfm IOr flulq TiIorIH, paer worYmmsh10,
or bilure to comply with pprovinp suthodty'v rpuinmenL Or leeel eedlnmr/n.
VqOOERTV NAME
S A,~_~?~'~ R -i s -~.9
PRDOERTY AOORE55
_ I z7o
ACCEVTEOev nvPROVlnO AUtMORITY(3) NAMES
NDOPE55
VLANS
INITALLP.TIONCONIORMlTOACC[PTIOP`ANS VES ~NO
EQUIOMENTUSE014HPPNOVCD dES ~NO
IPrvO,EXPLAINDCVIATIONS ' HAS OEFSON IN CHqqGE OF fIRE EQUIPMENT BEEN IMSTRUCTEO AS TO LUCHTION YE9 [:1NO
OF CONTnOL vnLVES ANO CAPF ANO MAINTEnANCE Di THIS NEw Equ1PMENT
IG NO, E%PLP.IN
%
INSTPVCTIONS ~
NAVELOVIESOFqnPFOpRIqiEINSTMUCTION6FNDCAMEANOMAINTENANCECMART9 VBS ONO
AND NFP/111A BEEN IEFT ON OqfMI5E5 '
If NO, E%PLAIN
LOCATION SVVVL1E5Blocs.
OF SVSTEM Axn a L n& •
MqKE MOOEL YEAR Of ORIFICE QUANTITV TEMFEHATURE f
MANUFqCTVRE 51 E HATING
lie Sb o 1
SP0.INKLENS ~
PIPE GONFORMF TO ST,4NDAM0 E?NO
• i1FEAN0 KITtINOSCONFpRMTO j1JFI"I4 11"S STNNDIIRO [!3-/EB ONO
FITTINOS IF na, ExOLAIN
r AIARM OEV ICE MA%HAUM TIA1E 10 OPEMTE 7MIOUGH lEBf VIVE
ALARM TVFE MnNE MOOEL MIN. SEC.
VAWE
OR FLOw Suirret-I
INDICATOR
DRY y D.
MAKE MODEL ERIAI.NO. MAKE MDDEI SE
TIME TO TNIi RTER AIN TRIP VOINT EACNED DVEAATEO
THRUTESTnVE* P FE PRESBURE IURRiE55 TEgT OUTLET~ PROiERLY
I p
DflY PIiE M~rv. SEC. P51 PSI 1 MIN, SEC YES HO
OPERIITING
TEST Without
O.O.D.
Witn
O.O.D.
IF nO,ExPtAIN
I •MEnSURED fRpM TIME INSPECTON'S TEST PIPE 13 OPENED. . JOVlR)
!!q pDBp) VqINiED IN USA
Cunlraalor'e Malerial & Teat Cerlificate for Aboveground Piping
13-10 SPNINKLf:R3YtilF.MY ?VNEUMATiC ?EIECTflIC QHYbRAULIC
PIPINGSUPERVISE , ,,ES ~NQ DETECTINOMEDINSUPEFVISE yE$ ?NO
OOESVIILVEOVERATEiFOMTM TRIPANO/O REM T ONTROLbT y
i)EWGE6 iSTNEREANACLESSIBLEFACiLrtViNEwGHCl 1EST1 .E%DLAiN
PflEACT'ION QYES ONO
VAlVEB - -
. eac'~cintu~rrnrnMC ir r.v~~n~u~+
- MAI(E fU£I+VIlION LW AV1RM 11ATE V p~iL F
vE5 NO YES fV0 SEC.
HVOKO TAT : H~dro~utic Imn snsif U< ma0e n nat Ieu thm 700 pii 117.86sn1 for two houn or 60 pii I3.4 bsnl sloww sbHc
p.auure in eviceu of 150 pfi I102 banl fer two hmn. Oilfenntial dryyip@ wl" clePpen fhsll W bh oPm durinp tMt to pnwnt dam.".
; All ebowproa~ O~P-nO leekape ~~dl bertopped.
TEST F HIN ' Flow [hareq u ed qtoumil we1aiSc1H1*1 indicatM bY tO collaelion 0floniyn mstari~l in barl~p bps a1 oyllen ouch r
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resn wn eo sr $e4:.ATURES FOR RO R Y NE NEp) e!i~~ OATE .
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4pp1T%ONNL E% ANIITION ANO NOTES
S9
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(.nntrar.tor'e Materisl A 7<at Certificale Ior Aboveground Pipins .
77o~i o<o a /
ity oF aegen
3830 PILOT KNOB ROAD, RO. BOX 21199 viC ELIiSON
EAGAN, MINNESOiA 55121 M~
PHONE' (612) 454-8100 hHOMASEGAN
DAVID K. Gl%TAFSON
February 14, 1959 PAMEIAMcCREA
THEODORE WACHiER
Couricll Memben
iHOAAAS HEDGES
MR GALEN T PATE qNAdmnlslrolor
CHA I RMAN/C EO EUGENE VAN OVERBEKE
SIGNAL BANK cmYcI~k
100 SIGNAL HILLS
WEST ST PAUL MN 55118
Re: Conditional_Use_Per.mit_- Signal-Hills---Bank.
,Lot 1 Block 1, Town Centre 100 2nd Addition J
Dear Mr. Pate:
As you know, on February 7, the City Council formally approved
the Conditional Use Permit for your drive-in facility and a pylon
sign on the above-referenced property. This was in response to
your company's submission of a revised site plan addressing the
concerns of staff pertaininq to traffic circulation and
landscaping associated with potential future road improvements.
I just wanted to express our appreciation to you and others in
your organization who recognize the merits and benefits
associated with this approved revision and your willingness to
work with the City of Eagan to reaolve our concerns.
I feel confident that the facility that you are going to build in
the City of Eagan will be a definite benefit and asset to our
community. Likewise, I would like to assure you that we will
continue to work on your behalf, as our new corporate citizen, to
help ensure that your business will not incur any transportation
related problems.
Again, thank you for your participation and involvement in this
process.
Sincerely, '
~L~~eK4
omas A. Colbert, P.E.
Director of Public Works
TAC/jj
ec: Chuck Dorsey, President
John LeMay, Signal Bank
Mike Riley, Signal Bank
Thomas L. Hedges, City Administrator '
THE LONE OAK TREE. ..iHE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN
_ itV oF eagan
3830 PILOT KNOB ROAD, P.O. BOX 21199 BFA BLOM9UIST
EAGAN: MINNESOTA 55121 Ma~
PHONE: (612) 454-8100 niDMwS EG.4N
_ . . _ . . JAMESASMfM
V1C ELLISON
May 28, 1987 1NEODORE WACHTER
. . Couzil Memben
nionnvs HEOGes
cmy naminimnoro,
MR M.W. RILEY, EUGENE VAN OVERBEKE
EXECUTIVE VICE PRESIDENT cMClere
SIGNAL BANK, INCORPORATED
100 SIGNAL HILLS CENTER
WEST ST PAUL MN 55118
Re: Ji6t 1, Black T, Tovn Centre 100 ffid Addition
Driveirap Aceess Restriction
Dear Mr. Riley:
This letter is to inform you that any development of the above referenced lot
shoul"d'be planned to ensure that no direct driveway aceess is taken from
Denmark Avenue to the west. All driveway accesses servicing this site should
be direeted -to -Town Centre Drive to the south with a minimum 150 foot set6ack
from the east property line to the center line of any proposed driveway.
The necessity to eliminate any potential direet driveway accesses onto Denmark
- Avenue results-from a traffie analysis report commissioned by the City of
Eagan, evaluating the pro3eeted traffic volumes for the greater Town Centre
area. Based on--this study, projeeted traffie volumes on this segment of
` Denmark Avenue between Town Centre Drive and Yankee Doodle Road reach a level
that would preclude any additional driveway accesses onto Denmark Avenue. In
anticipatian.-of.the congestion of the intersection of Denmark and Yankee
Doodle Road, the City and the County will cooperatively be pursuing the
installation_a£. a signalized intersection within the next 1- 3 years.
Results of this traffic study also indicate that significant turning movements
through this interseetion will require additional left turn lanes which will
conflict with any additional driveway accesses.
I wanted to be sure that your firm has this information well in advance of any
specific site planning in anticipation of your proposed building permit
application.
I£ you would like to discuss this situation in further detail, please feel
free to contact me at your convenience.
Sineere ,
Thomas A. Colbert, P.E.
Director of Public Works -
ec: Federal Land Company
TAC/Jeh
THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY
~
MEMO TO: DIANE DOWNS, OTILITY BILLING CLERR
FROM: fiDWARD RIR6CHT, 8R. ENGINEERING TECHNICIAN
DATE: FEBRIIARY 28, 1990
BUHJECT: STREETLIGHT ENERGY COSTB -
LOT 1t BLOCR 1s TOWN CENTRE 100 BECOND ADDITION
This memo is to inform your department to begin invoicing the
energy costs effective January 1, 1990 to Lot 1, Block 1, Town
Centre 100 Second Addition.
Please invoice Lot 1, Block 1, Town Centre 100 Second Addition at
the quarterly rate of $36.30 per quarter, which is based upon the
same rate per square foot as the Town Centre 70 and 100 Additions.
98,010 sf x$0.0003706 per sf per quarter -$36.30 per quarter.
The City is currently being billed by Dakota Electric for
streetlights along Denmark Avenue and Town Centre Drive which abuts
the above listed subdivision.
cAt'l_4^~ Q~ ki~:0,. j
Edward Kirsch , Sr. Engineering Tech
cc: Thomas A. Colbert, Director of Public Works
Michael P. Foertsch, Assistant City Engineer
EK/jf
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MEMO TO: JIM BTIIRM, CITY PLANNER
FROM: THOMAS A COLSERTj, DIRECTOR OF PIIBLIC WORRS
DATB: JIINE 21 1989
SIIBJECT: LOT 1, HLOCR 11 TOWN CENTRE 100 2ND ADDN '
SIGNAL HILLS BANR - TBMPORARY PARKING LOT CIIRBINCi
Recently, you and Z have had several discussions regarding the
proposed temporary blacktop curbing to be installed with the Signal
Hills Bank under their current building permit issuance. In order
to ensure uniformity in the application of City Codes to all
businesses, it would be appropriate to document this apparent
variance from City Code with Council action if necessary.
If temporary bituminous curbing is to be allowed through the
variance process, it should be for a stipulated specific period of
time with either a financial security or written commitment from
the property owners to comply with City Code at the expiration of
that time frame.
Because this facility is currently under construction, your prompt
review and action regarding this issue would be helpful to avoid
any conflicts with final occupancy issuance. Similarily, I wou],d
be interested in knowing what the normal process is for similar
such applications should they occur in the future.
Thanks.
Director of Public Works
TAC/jj
'U CASH RECEIPT
CITY OF EAGAN
3830 PILOT KNOB ROAD
EAGAN, MINNESOTA 55122
- ' . - DATE 19 O ~ - . .
. . rctEi~o ~Q.~L-O'Y~ 1,.~.1._~ ~~eL~~ ? /~/J
. . . AMOUNT a / iJ C~ . OS
~-~i'+u~ ~/D to G w~ g ooLV,aS
Im
- ? CASH p CNECK
FUND OBJECT AMOUNT
37/ d2r, n d
Thank You
BV
C 3662 Whd-Pe,- C~pY
. valbw-vocung Copy
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Federal LancJ Compcny
Yonkee Squore Office 111 • 3460 LUoshington Driv¢ 0 Suite 404 0 Eogan. Minnespto 55122 ~ Tel. 61 Q-45Q-3303
October 6, 1986 ; RECijVED OVT
. :
Ms. Deanna Kivi
Special Assessment Clerk
Eagan City Hall
3830 Pilot Knob Road
Eagan, Minnesota 55121
RE: Project 429, Town Centre 70 & 100 Additions .
- Revisions to Final Assessment Roll
Dear Ms. Kivi:
After reviewing the final assessment roll for Public Improvement
Project No. 429, I find that we are in basic agreement with the
total contract amounts with regard to the overall development, but
that we are not in agreement as to the specific allocation of
assessment amounts with regard to four of the assessed parcels.
We therefore, request tne following changes:
1) The assessment for Denmark Avenue under Project 429 against
Lot 1, Block 1, Town Centre 70 Third Addition (Burger King) be
reallocated to Outlot E, Town Centre 70 First Addition. The
amount of this assessment presently shown against Lot 1, Blook 1
Town Centre 70 Third Addition is $24,217.69. The entire
$24,217.69 should be reallocated against Outlot E, Town Centre 70
First Addition.
;
2)__ The_assessment_for_Denmark_Avenue_under_Proje_ct 429 against
Lot 1, Slock 1, Town Centre 100 Second Addition (Signal Bank) be
r`ealToca-fed-fo 0utlot B, Town Centre-IOO-Fir"st Addition. The
amount of this assessment presently shown aqainst Lot 1, Block 1,
Town Centre 100 Second Addition is $24,481.12. The entire
$24,481.12 should be reallocated against Outlot B, Town Centre 100
First Addition.
3) All of the assessments for Project 429 against Lot 1, Block 2,
Town Centre 100 First Addition, together with the 15 foot strip
adjacent to and along the westerly boundary of said Lot 1. Slock 2
(a/k/a Parcel 042-0)- (all being the day care center), be
reallocated to Outlot D, Town Centre 100 First Addition (except
for the 15 foot strip adjacent to and along the westerly boundary .
Lot 1, Block 2, Town Centre 100 First Addition which is in said
Outlot D). The amount of these assessments presently shown
against Lot 1, Block 2, Town Centre 100 First Addition and the
adjacent 15 feet is 816,747.52. The entire $16,747.52 should be
reallocated against the remainder of Outlot D, Town Centre 100
First Addition.
_ . - - - - _ .
_
, . .
fsderol Lond Componp
Ms. Deanna Kivi
October 6, 1986
Page 2
.4) The assessment for To+an Centre Drive under Project 429 against
Lot 1, Block 1, Town Centre 70 Second Addition (Rainbow Foods) be
reallocated to Outlot E, Town Centre 70 First Addition. The
amount of this assessment presently shown against Lot 1, Block 1,
Town Centre 70 Second Addition is $38.860.05. The entire
$38,860.05 should be reallocated against Outlot B, Town Centre 70
First Addition.
The reallocations which are being requested are reasonable because
the four parcels referred to have been allocated the full cost of
an assessment which should have been spread among several
parcels. however, because it was necessary to plat these parcels
for deaelopment prior to the adoption of the final assessment
roll, the above referenced parcels were assessed the full cost of
an assessment. Consequently, the four parcels referred to have
abnormally high assessments which should be spread to other _
parcels.
I want to emphasize that Federal Land Company is not requestinq by
this letter a reduction of the assessments. This letter is merely
a request to reallocate a few assessments so that the final
assessments are proportionate to the benefits which the above
referenced parcels have received from the Project 429
improvements.
Sincerely,
~'I~ C_D-~~ " ~
Martin F. Colon .
MFC/sg _
cc: Thomas A. Colbert . :
.
MEMO TO: 6TEVE HANSON, AS3ISTANT BUILDSNG OFFICIAL
JIM STURM, CITY PLANNER
JOE MERC2iAR, CONSTRUCTION ANALY3T
DALE WEGLEITNER, FIRE DEPARTMENT
BILL ARINB, ELECTRICAL INSPECTOR
PUSLIC WORRS/ENGINEERING DEPARTMENT
UTILITY BILLING CLERR
FROM: DOUG REID, CHIEF BUILDING OFFICIAL
DATE: /%51,09
SUSJECT: FINAL INSPECTZON
The Protective Inspections Department will be performing a final
inspection of YQnKee l'bod lP ~G{ on 1111189
A Certificate of Occupancy will be issued following our approval.
DR/mg
~ 'L OcrJn aer. /DD o? =d
MEMO TO: 6TEVE HANSON, ASSISTANT HUILDIN(i OFFICZAL
JZM 6TURM, CITY PLANNER
JOE MERCHARe CONSTRUCTION ANALYST
DALE WEGLEITNER, FIRE DEPARTMENT
BILL ARINB, ELECTRICAL INSPECTOR
PUBLIC WORR6/ENGINEERING DEPARTMENT _
UTILITY BILLING CLERR
FROM7 DOUG REID, CHIEF SUILDING OFFICIAL
DATE:
6UBJECTS FZNAL INSPECTION
The Protective Inspections Department will be performing a final
inspection of ~yqnkee lod iP f~c{ . on
A Certificate of Occupancy will be issued following our approval.
DR/mg
JG ~/l,~ c_~J 1/yt~ l ~c')UFVt~
L)
~
MEMO TO: STEVE HANSON, ASSISTANT BUILDING OFFICIAL
JIM 6TURM,_CIT.Y_EI,ANNE_
JOE MERCHAR, CONSTRUCTIOA'ANALYST
DALE WEGLEITNER, FIRE DEPARTMENT
HILL ARINS, ELECTRZCAL INSPECTOR
PUBLIC WORRS/ENGINEERING DEPARTMENT
UTILITY BILLING CLERR
FROM: DOUG REIDi CHIEF BUILDING OFFICIAL
DATE:f/0
SUBJECT: FZNAL INSPECTION
The Protective Inspections Department will be performing a final
inspection of /o?V ankee 1)ojle Rc{ . on //11/.1,F 9
,
A Certificate of Occupancy will be issued following our approval.
DR/mg
MEMO TO: STEVE HANSON, ASSISTANT BUILDING OFFICIAL
JIM STURM, CITY PLANNER
SOE MERCHAR, CONSTRUCTION ANALYST
DALE WEGLEITNER, FIRE DEPARTMENT
SILL ARINSt ELECTRZCAL INSPECTOR
PUBLIC WORRS/ENGINEERING DEPARTMENT
UTILITY SILLING CLERR
FROMt DOUG REID, CHIEF BUILDING OFFICIAL
DATE: 101a5189
SUSJECT: FINAL INSPECTION
The Protective Inspections Department will be performing a final
inspection of /a?70 VanKee on //~/,F9
A Certificate of occupancy will be issued following our approval.
DR/mg 5i~nii6-L ~J ~N~
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FAX TRANSMITTAL 3830 PILOT KNOB RD
EAGAN, MINNESOTA 65122
T0: FAX # 55 DATE
ATTENTION iC_ h (A'.IL TIME
COMPANY ~%i'/nic+ N OF PAGES TO FOLLOW
FROM: i~ PHONE #
tomments:
These are bein8 Vansm(tted as ohacked below:
for approval For your use V Oripinats forwirded
As requested For rcview and eommenta Oriplnils rot forwsrded
For publiCaUOn Niph priority
FAX AdministratioNFinance/Parks (612) 681-4612
• Community Development/Engineering (612) 681-4694
Central Maintenance (672) 681-4360
OFFICE Municipal Center (812) 6814600
' Central Maintenance (812) 661-4300 -
TDD • (812) 454-6535
Note to faeafmlle Ooerator.
Pkase tleiiver this iax Vansmission to the above sddrossee. If you did no1 receive all of the DsDea in pood condition, pkase
torsUCt us. 7Rank you.
THE LONE OAK TREE...THE SYMBGL OF STRENGTH AND GROWTM IN OUR COMMUNITY
Equal OppoRunUylAffirtnative Aetion Employer
lql~dtV oF eagcln
THOMASE6AN
Moyol
PATRICIA AWADA
SHAWN HUNTER
SANDRA A. MASIN
THEODORE WACHTER
Coundl Members
September 19, 1996 7HOMAS HEDGES
Clry Adminlstiotor
E. J. VAN OVERBEKE
CHUCK DORSEY aty clea
SIGNAL BANK
100 SIGNAL HILLS CTR
WEST ST PAUL, MN 55118
Re: Final Approvals for Signal Bank Reconstruction
Deaz Chuck:
A special thanks for the time you, John LeMay aiid Dave Anderson spent meeting with our staff on
Monday, September 16, to clazify the issues Signal Bank and the City of Eagan aze attempting to
resolve regarding completion of the second story addition and site improvements pertaining to
parking, landscaping and other improvements.
At our meeting, we discussed the way in which the City planned to process the bank's application.
I have discussed this item with the Community Development Department and the City Attorney's
office.
Due to the circumstances, we are streamlining the process while at the same time compiling all of
the information required under the City Code. The City will be preparing a Final Planned
Development Agreement for this site leaving the exhibits (e.g. site plan, landscaping plan, etc.)
unattached at diis time. The prepazation of this agreement will commence immediately. Any plans
which the City has in its files as a result of the original issuance of the building permit which are not
being modified in connection with the 1996 building permit (i.e. utilities) will not need to be
resubmitted by the bank. Any plan which is being modified in connection with the 1996 building
permit needs to be submitted for review and approval by the appropriate City department.
The complete packet of plans which aze required with any Final Planned Development will then be ~
provided directly to the City Council for their approval. It is our intention to place this item on the '
Council agenda as soon as possible following staff acceptance of the submitted plans. Following
Councii action, assuming that everything is approved, the Final Planned Development Agreement
will need to be executed by both the bank and the City and filed for record with the County
Recorder's office.
MUNICIPAI CENiER THE LONE OAK TREE MAIN7ENANCE fACILIiY
3830 PILOi KNOB ROAD THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY 350I COACHMAN POINI
EAGAN. MINNESOTA 55122-1897 EAGAN. MINNESOIA 55122
PHONE: (612) 691-4600 PHONE: (612) 681 •A300
FA%: (612) 681-4617 Equal OppoduNty/Aflirmatlve Adion Employer FAX: (612)6e1•4360
.
TDO:(612)454-8535 TDD: (617) 45E-8535
CHUCK DORSEY
SEPTEMBER 19, 1996
PAGE TWO
As I indicated in the voice mail message I left you on Tuesday, September 17, the City is prepared
to waive the reimbursement and escrow requirement; In other words, we will not bill for any staff
time pertaining to the Signal Bank project. Furthermore, there will be no application fees chazged
with the understanding that there will be no public hearing requiring the usual prepazation of an
affidavit and actual mailing expenses. The City is agreeing to a waiver of fees due to the oversight
we discovered in reviewing our records of 1989 that this applicalion should have been requested by
the City at that time and further, should have been corrected when you applied for a building permit
this spring. Please accept our apology for any inconvenience this has caused you during the past
several months.
It is our understanding that the azchitect, Dave Anderson, will give us adequate plans in an effort to
mitigate the landscaping and pazking issues we discussed at our meeting on Monday, September 16.
Cleazly, the City wants to work with the bank to maximize the number of pazking spaces; however,
aesthetics and safety are concerns we must be hig}ily sensitive to given the high visibility and
amount of pedestrian traffic at that intersection.
Hopefully, we've resolved any confusion regarding the process and can expedite the application and
complete the project to ihe satisfaction of both parties.
Again, on behalf of our staff, we apologize for any inconvenience this has caused the bank.
Sincerely,
l \ Cr~
Thomas L. Hedges
City.Administrator
cc: Tom Colbert, Director of Public Works
Lisa Freese, Senior Planner
Mike Ridley, Senior Planner
Mike Dougherty, City Attomey
Doug Reid, Chief Building OfPicial
Gene VanOverbeke, Director of Finance/City Clerk
TLH/vmd
' SIIBJECT: SPECIAL USE PERMIT "rP-~
. ~ 7-1~ ~y
APPLICANT: SIGNAL BANR
LOCATIONS 8E CORNER OF YANREE DOODLE RD 6 DENMARR
AVENOE (LOT 1, BLOCR l, TOWN CENTRE 100
2ND ADDITION)
ESISTING ZONING: CSC (COMMONITY SHOYPING CENTER)
DATE OF POBLIC HEARINIi: JIILY 18, 1989
DATE OF REPORTS JOLY 10, 1989
REPORTED BYS COMMUNITY D&VELUPMENT DEPARTMENT
APPLICATION SUMMARY: The applicant is seeking a permit to allow
temporary signage at the Signal Bank site. The applicant is
proposing an 8' x 8' sign (64 square feet) to announce the bank
location and expected opening to be located in the northwestern
portion of the site.
If approved; this Special Use Permit shall be subject to:
1. At least a 10' setback from all property lines.
2. The one time sign fee of $2.50 per square foot.
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SIGNAL BANI ~r
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ARCHITECT: THE ANDERSON GROUP, LTD.C -ftJ ~,AfjLw
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CONTRACTOR: LANGER CONSTRUCTION
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CITY OF BAGAN
SQS7ECP: VARIANCE
APPLICAN'P: SIGHAL BANR, INC.
IiOC.]?TION: LOT 1, BIrOCB 2, TOWN CENTRE 100 2ND
11DDITION
EXISTING ZONING: PD PLi11ili8D DEVSLOPlENT
W?T8 OF PLTBLIC HBARING: FSHRIIARY 21, 1989
DATE OF RBPORT: FEBZ2LTARY 15, 1989
REPORTED BY: COMII4[JNITY DEVELOPlENT DEPARTMLNT
COMIiENTS
An application has been submitted by Signal Bank, Inc.
requesting a 10 ft, variance to the required 50 ft. building
setback line from Yankee Doodle Road. The request is to allow
a future drive-through facility and canopy extension to
encroach into the setback area.
The City's Engineering Department requested an fncreased
setback of 15 ft. along the west side of the property. As a
result, the proposad buflding plans were changed to accommodate
this. However, when the change was made, the buildinq was
shifted to the east and to the north. The applfcant feels the
building cannot be placed Purther south without undue
interference with the on-site parking. Parking and stackinq
requirements will not be changed for the drive-through and will
exceed the minimum requirements.
Both plans indicated future drive-through stalls and canopy.
At the February 7, 1989 reqular City Council meeting the
Conditional Use Permit to allow the drive-through facility was
approved.
The requested variance meets the required findings as set forth
in Section 11.40 Subd. 3.B.4 and 3.C of the City Code.
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MEMO T0: MAYOR & CITY COUNCIL
THOMAS L HEDGES, CITY ADMINISTRATOR
FROM: THOMAS A COLBERT, DIRECTOR OF PQBLZC WOR&S
DATE: FEBRUARY 3, 1989
SUBJECT: CONDITIONAL USE PERMITp $IGNAL BANK
LOT t, BLOCS 19TOWN.CENTRE 100 2ND 9DDITION -
It is my understanding that the applicant for the above-referenced permit has
expressed several coneerns regarding two issues that were identified by the
EngineeMng Division during our review of this application. These pertain to
the proposed driveway access to Denmark Avenue and increasing the m3nimum
parking lot setback along their west frontage adjacent to Denmark Avenue. I
thought some additional baekground information would be helpful in
understanding the eoncerns raised by the Engineering Divsion.
DRIBEWAY ISSUE
At the time of the platting of the Town Centre 100 2nd Addition, the City had
not performed a Comprehensive Transportation Plan or detailed traffic
operation studies to evaulate the transportation network in the vicinity of
Pilot Rnob Road and Yankee Doodle Road. Subsequently, when the 2nd Addition
was processed for platting, the site plan accompanied it showing a driveway
access onto Denmark Avenue. Without the detailed traffic study information
being available, a condition was placed indicating a"maximum" of one driveway
access on Denmark Avenue. Shortly thereafter, the City eommissioned with the
consulting traffic engineering firm of Strgar-Roscoe-Fausch, Inc., to evaluate
the City's growing concerns over traffic congestion in this vicinity. As a
result of that study, it indicated that it was anticipated that the
intersection of Denmark Avenue with Yankee Doodle Road would have to be
upgraded to accommodate full traffie volumes anticipated with full development
in the area. Immediately upon receipt of that report, the attached letter was
forwarded to the signators of the development agreement informing them of the
results of this study and the impact it would have on the future development
of their property. I was never contacted regarding any concerns resulting
from this letter. It was hoped that this immediate contact would allow them
the opportunity to evaluate the situation and take the issue into
eonsideration in the design of future site plans assoeiated with development.
The bank has expressed concerns that the elimination of this access will
ereate internal conflicts. from the drive-through bank with their walk-in
customers through their parking lot. The City staff feels that there are
acceptable alternative internal site plan layouts that would eliminate this
confliet and still provide full access and free flowing movement that meets
their concerns.
As we are all aware, right-turn only accesses never funetion in line with
their ariginal intent. The City's consulting traffic engineer has also
reviecaed the situation and coneurs that the elimination of this access to
Denmark Avenue will greatly enhance future traffic operations at this major
entrance into the Town Centre commercial park.
i
~ PAGE 2
We are sure that Signal Bank does not want to ereate a traffic hazard or
operational problem by construeting a driveway access at a location where the
potential problem has been identified well in advance.
ADDITION9L SETBACB
It was emphasized to representatives of the Signal Bank that the City was not
requiring an increase in the 20' minimum parking lot setback but was strongly
encouraging it to allow them to maintain adequate landscaping and buffering of
their parking lot facilities at this major entranee to the Town Centre
commereial development. In faet, approximately 75% of their frontage is not
affected by this recommendation to inerease the parking lot setback. Also,
with some modification of the site plan and reorientation of the internal
circulation, we feel that this can easily be aceomplished without the loss of
any parking stalls, reduction in building size or reduced stacking space for
the drive-up windows.
It was also explained to the applicant that this increased setback would not
constitute a taking but would only recognize the impaet of a potential future
right-of-way aequisition which would be acquired through a negotiated
acquisition process. This additional right-of-way is not being requested to
be dedieated to the City at the present time. Rather, aceommodations for that
potential future acquisition is being asked to be addressed at the present
time.
The Engineering Division shares the concerns of the Planning Division that
adequate landscaping be provided at this major intersection and entrance to
the commercial park.
Si1MMARY
We rrere all very excited about the prospect of having Signal Aills
construct their facility in the City of Eagan. We look forward to working
very elosely with their personnel and consultants to achieve the best
development possible. We have suggested that the architect provide
alternative site plan layouts addressing the City's coneerns so that we can
try to work out an aceeptable solution. We have not seen any revision showing
how he development could be aecommodated without an access to Denmark Avenue
and an increased setback where appropriate.
If it would be helpful, the staff would be more than willing to perform some
alternative site plan layouts addressing the size, type and orientation of
this facility. We will be happy to address any of these issues in further
detail as necessary at the meeting on February 7.
irector of Publie Works
TAC/j3
AttacLaent
cc: Dale C. Runkle, Director of Community Development
Jim Sturm, City Planner
Mike Foertseh, Assistant City Engineer
Glenn Van Wormer, Consulting Traffic Engineer
`
4
Mr-MVoFeagan
3830 PIIOT KNOB ROAD. P.O. BOX 21199 BE4 &OMauISi
EAGAN. MiNNE50TA 55121 M,o- .
PHONE: (612) 454-6100 . THOMAS EGAN
.WMES A SMIIN
May 28, 1987 nHEo oRew~,acKMa
cwrc+ Me~
7l40M,hS HEDGES
GryMnYnanoia
MR M.W. RILEY, Et1GENEVANOVERBEKE
EXECUTIVE VZCE PRESIDENT °"''Oia"` -
SIGNAL BANK, INCORPORATED
100 SIGNAL HILLS CENTER
itEST ST PAUL MN 55118
He: Lot 1, Block t, Tovn Centre 100 2nd Additioa
Drivevay Aceess Restrietion
Dear Mr. Riley:
This letter is to inform you that any development of the above refereneed lot
should be planned to ensure that no direet driveway aecess is taken from
Denmark Avenue to the west. All driveway accesses servicing this site should
be directed to Town Centre Drive to the south with a minimum 150 foot setback
from the east property line to the center line of any proposed driveway.
The necessity to eliminate any potential direct driveway aceesses onto Denmark
Avenue results from a trafFic analysis report commissioned by the City of
Eagan, evaluating the pro,jected traffic volumes for the greater Town Centre
area. Based on this study, pro3ected traffic volumes on this segment oP
IIenmark Avenue between Town Centre Drive and Yankee Doodle Road reach a level
that would preelude any additional driveway accesses onto Denmark Avenue. Ia
anticipation of the congestion of the intersection of Denmark and Yankee
Doodle Road, the City and the County will cooperatively be pursuing the
installation of a signalized intersection within the next t- 3 Years.
Results of this traffic study also indicate that significant turning movements
through this intersection will require additional left turn lanes which will
conflict with anyctadditional driveway accesses.
i wanted to be sure that your firm has this information well in advanee of any
specific site planning in anticipation of your proposed building permit
application.
If you would like to discuss this situation in further detail, please feel
free to contaet me at your convenienee.
Sincere ,
Thomas A. Colbert, P.E.
Director of Public Works
ec: Federal Land Company
T9C/Jeh
THE LONE OAK TREE.. .THE SYMBOL OF STRENGTH AND 6ROWfH IN OUR COMMUNIIY
,
REVISED
CITY OF EAGAN
NOTICE OF SPECIAL ASSESSMENT
Pro,ject #10P519
March 2, 1989
The EAGAN CITY COUNCIL will meet on the 21st day of March, 1989, at the Eagan Municipal
Center, 3830 Pilot Knob Road, Eagan MN, to approve and adopt the listed special assessments
against the following described property:
Owrt ' a.7rt r.L ` 1 J6f
10-77051-010-01~
SIGNAL BANK INC
100 SIGNAL HILLS
WEST ST PAUL MN 55118
The special assessments are:
TOTAL ANNUAL FIRST YEAR FIRST YEAR
TYPE OF IMPROVEMENT S A# PRINCIPAL PRINCIPAL INTEREST INSTALLMENTS
STREET LIGHTING 1825 1628.16 162.82 244.22 407.04
ENERGY CHARGE 1826 726.47 72.65 108.97 181.62
TOTAL 2354.63 235.47 353_19 588.66
You may pay any portion of these special assessments within thirty (30) days, specifically
on or before the 20th day of April 20, 1989, without interest at the Eagan Municipal Center.
If you pay after the thirty (30) day period, but prior to October 16, 1989 interest will be
charged from March 21, 1989 to December 31, 1989. After October 16, 1989 the first years
installments cannot be prepaid and it includes interest from March 21, 1989 to December 31,
1990.
Any unpaid portion will be collected in annual installments of principal and interest for
the next 10 YFARS on your future property tax statements which will be issued through the
Dakota County Auditor's office. The annual installments include interest at the rate of 9 PER
CIIVT per year on the unpaid balance.
Notice of Special Assessment
Page - 2 -
The proposed assessment roll is on file with the City Clerk. The assessments related to
this project total $130,226 and the area is as follows:
Lot 1 Block 1 and Outlots B,F and G Town Centre 100 First Addition; Lots 1 and 2 Block 1,
and Outlot A Town Centre 100 Second Addition; Lot 1 Block 1, and Outlots A and B, Town Centre
100 Third Addition; Lots 1, 2, 3 and 4, Block l, and Outlot A Town Center 100 Sixth Addition;
Outlot E Town Centre 70 First Addition; Lots 1 and 2, Block 1, and Outlot A, Town Centre 70
Second Addition; Lot 1 Block 1, Town Centre 70 Third Addition; Lot 1 Block 1, Town Centre 70
Fourth Addition; Lot 1 Block 1, Town Centre 70 Fi£th Addition; Lot 1 Block 1 Tovn Centre 70
Sixth Addition; Lot 1 Block l, Town Centre 70 Seventh Addition; Lot 1 Block 1, and Outlot A Town
Centre 70 Ninth Addition; and Lot 1 Elock 1, and Outlot A, Town Centre 70 Tenth Addition.
Written or oral objections will be considered; no appeal may be taken as to the amount of
anv assessment unlesa a signed written objection is filed with the Clerk nrior to the hearine
or presented to the nresidine officer at the hearine. An appeal to district court may be made
by serving notice upon the Mayor or Clerk of the City withi? 30 days after adoption of the
assessment and filing such notice with the district court within ten days after servlce upon the
Mayor or Clerk. The City has a Senior Citizen deferment ordinance based on income and homestead
status. Details are available by calling the Assessment Department, 454-8100.
Please note that you will receive additional notice on this matter onlv if the amount due
is amended. If you have any questions about this statement, please call Special Assessments at
the City of Eagan (454-8100).
City of Eagan
3830 Pilot Knob Road
Eagan, Minnesota 55122
ity oF eegnn
3830 PILOT KNOB ROAD. P.O. BOX 21199 VIC E«LSDN
EAGAN. MINNESOTA 55121 h#j°
PHONE! (612) 454-8700 _ THOMAS EG/w
DAVID K. GUSfAF50N
PPMEIA McCRFA
THEOOqtE WACHIER
Comce/Aernbers
7FIpMVS HEDGES
d~yyP~nlnknrna
EUGENE VAN OVERBEKE
CMy Clak
March 24, 1989
SIGNAL BANK INC
100 SIGNAL HILLS ,
WEST ST PAUL MN 55118
To Whom It May Concern:
Attached please find the 'Revised Notice of Special Assessment'. Projec[
519 was approved and adopted by Eagan City Council on March 21, 1989.
Sincerely,
Deanna Kivi
Assessment Clerk
dk
Enclosure
THE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIN
6 1, TvwN C-rR lov Zw ApN,v
Metropolitan Waste Control Commission
Mears Park Centre, 230 East Fifrh Street, St. Paul, Minnesota 55101
612 222-8423
January 23, 1989
Mr. Joe Merchak
Construction Analyst
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122
Dear Mr. Merchak:
This letter is to inform you that the Metropolitan Waste Control
Commission has made a SAC determination for the Signal Bank Building
to be located at Yankee Doodle and Denmark within the City of Eagan.
It has been determined that 2 SAC Units should be assigned to this
building. This determination was made as follows:
SAC Units
Charges:
Bank
4000 sq. ft. @ 2400 sq. ft./SAC Unit 1.67 or 2
If you have any questions, please call.
nc~rely,
~yj--e--
Donald S. Bluhm
Staff Engineer
DSB:RWJ
cc: S. Selby, NIWCC
Carolyn Krech, Finance Department, Eagan
David Anderson, The Anderson Group
~0 yenIr's
193 0 mR 9 BE
LETTER OF TRANSMITTAL
_
, .
Date: 7 February, 1989 Piojec[: Signal Bank - Eagan
To: City of Eagan Comm. No.: 8521
3830 Pilot Knob Road I( CoC]oewet are eot at noied, pleale infom us immedintely.
P.O. BOX 21199 ' j( checteA below, pleeae: "
, Eagan, NIN 55121
. . . O Remm enUOsunc w uc
O Aetoowledge rcccipt of eoclosurea
AtteIItioh: Mr, Jce Merchak
Re: Signal Bank - Eagan Facility
We are sending you: O samPies For your: , O Revitw and Comment
O Shop Dtawings O Prints O Approval O. Distribution to Parties
O Copy of Let[er O ChanRe Order O Filo O As Requested
O Specifica[ions Q pther Q Use O
The following:
Copies Sheet Description
1 Preliminary Code Analysis; dated 30 January, 1989 (4 Pages).
O By mail O By eourier Q By Aand O Undet tepuate cover
Rem2iks: Per Thomas L. Hoskens, AIA's request, hand delivered by
David L. Andersen, AIA.
. ~
" Copy to: File Hv: Leslie A. Morgan
THE ANDERSEN GROUP
: ARCHITECTS. LTD.
Sui[e 211 7601 Wayzata Blvd. St. Louis Park, MN 53426 (612)593-0950
.
SIGNAL BANK - EAGAN FACILITY
PRELIMINARY CODE ANALYSIS
30 ,Ianuary, 1989
Prepared By ' _
The Andersen Group Architects, Ltd.
Minneapolis, Minnesota
PROJECT DATA
Phase I- One (1) Story Bank wi[h (Storage) Basement.
Phase II - Second Story of the Bank (Operations Center).
Steel frame construction with brick exterior skin.
Lower Level - unfinished 6,942 SF (storage and mechanical) First Floor -(Retail Bank) Phase I 7,883 SF
Second Floor -(Operations Center) Phase II 7,447 SF
Freestanding Drive-up Canopy ~ 360 SF
(1/2 value of 720 actual SF) ,
Total Finished Area - Phase I and II 15,330 SF
Total Gross Area 22,272 SF
Current Zoning "PD"
' Proposed Zoning "PD" '
Site Area 2.25 acres
Required Parking (based on finished space) = 61 spaces
Parking Provided (2 spaces dedicated to handicapped)
. Phase I = 43 spaces
Phase II = 18 spaces
" Drive-up Stacking Provided = S-spaces each lane
Building Setbacks Parking/Drive Se[backs
Front (Yankee Doodle) 50' 20'
Front (Denmark Avenue) 40' 20'
Side (East) 5' . 5'
Rear (Town Centre Drive) 20' 20'
SIGNAL BANK - EAGAN FACILITY
PRELIMINARY CODE ANALYSIS
30 January, 1989
Page 2
Pylon sign at corner of Yankee Doodle Road and Denmark Avenue - 1.0' setback each
side (25' height).
Berming and landscaping as per City requirements and Federal Land Company
requirements. "
1985 Uniform Building Code Analysis:
Occupancy Classified , B2 (Office Building)
~ Building Type Classified • Type SN
Total Occupant Load: 223 occupants maximum
(Table 33-A: 22,272/100_223)
(22,272 SF-Tota1 Gross Area)
(finished and unfinished)
Chapter 5
Requirements based on occupancy
Table SA: No protection of wall and openings required based on current siting
of building on property.
Table SB: No required separation of occupancies unless basement storage space
con[ains haznrdous materials. .
Table SC: Based all.owable floor area = 8,000 SF for one (1) s[ory...
~ Sec. 505(b.) For mult-story double Eloor area for one (1) s[ory. (16,000)
Sec. 505(c.) Basement is no[ included in allowable floor are if it does no[
exceed first floor area.
Sec. 506(a.3) Allowable arca increased due to locacion on si[e. Assume 40' for
narrowest sideyard on Denmark Avenue.
40'-20' = 20'x5% = 100% increase (32,000)
' (100% maximum increase allowed) '
Sec. 506(c.): Automatic sprinkler system increase in allowable floor area 100%
(64,000)
Sec. 507: Maximum height of building and increases.
SIGNAL SANK - EAGAN FACILITY
PRELIMINARY CODE ANALYSIS 30 January, 1989 , .
Page 3
r 2_ ~ /'~riF 5
Table SD: Occupancy 132 Type SN= [wo (2) stories maximum Gy ~j NP~~$ kps^
Table SC: Basic allowable floor area = 8,000 SF x 2= 16,&0 SF'
16,000 SF x 100% = 32,000 SF x.=1~00~~,---`v4-,000^SF
Sec. 511: Handic2pped access to toilets - meet all requirements outlined.
Chapter 7: Requirements for Group B occupancies - chimneys to conform to the
requirements of Chapter 37. 46
' Chapter 17: Requirements based on type of construction.
Sec. 1703: Useable_space under first floor shall be of 1-HR construction.( Note
,S~ec. 508 sprinklerwould delete this requirement.
. . _ i------ -
Sec. 1706: (a)3 Shaft Enclosures (see Table 17-A)
Table 17-A Vercical Shafts = 1-HR (except may be gypsum board ~
enclosed if lined with 26 gauge
_ galvanized steel on all sides)
Table 17-A Structural Frame = No general requirements for Fire -
resis[ance. " Table 17-A Roof = No general requirements for fire resistance:Table 17-A Ceilings = No general requirements for fire resistance. Sec. 1706(b.): Shaft openings pro[ected by 1-HR assembly.
Sec. 1711: Guardrail - 42" minimumheight. .
Chapter 19 - Type # building requirements - meet all requirements outlined.
' Chapter 33 - Exits
Exiting (see Table 33-A)
Lower Floor = 6,942 SF/100 SF per occupant = 69 occupan[s (Two exi[s
required
First Floor = 7,883 SF/100 SF per occupant = 79 occupants (Two exits
required)
, Second Floor ='7,447 SF/100 SF per occupant = 74 occupants (Two exits '
required)
SIGNAL BANK - EAGAN FACILITY .
PRELIMINARY CODE ANALYSIS -
, 30 January, 1989
Page 4
Exit width required a[ first floor:
Lower Level 69 x 50% = 35
First Level 79 x 100% = 79
Second Level 74 x 50% = 37 • -
151 occupants/50 = 3.02 wide - Arrangement of exits (Two required) = separation not less than half (1/2)
thc long diagonal of the building
Sec. 3306: Stairs
• Maximum Rise = 7"
Minimum Tread = 71"
Sec. 3304(h): Provide barrier at stair to basement to preven[ exiting from
above.
Refer to Chapter 33 for additional requirements outlined...
, Chapter 34 = Skylig'hts: Refer [o Chapter 34 for skylight requirements outlined.
Chapter 38 - Fire Extinguishing Systems: See requiremen[s under Sec. 3802 for
additiona requirements for automatic
fire extinguisher systems.
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MEMO T0: PAT GEAGAN - POLICE DEPT.
ED KIRSCHT, SR. ENGINEERING TECH.
CRAIG KNUDSEN, ENGINEERING TECH.
TOM COLBERT, DZRECTOR OF PUBLIC WORKS ~
JIM STURM, PLANNING DEPT.
JON HOFIENSTEIN, ADMINISTRATION
BILL AKINS, ELECTRICAL INSPECTOR
, JOE CONNOLLY, WATER DEPT.
FROM: DOUG REID, CHIEF BUILDING OFFICZAL
DATE: J AN . LI J I969
The preliminary x_ construetion
plans for SIGNAI. F-,AN~.' FUILD1N63
are in our plan review section for your review and comments.
Please return this form to Joe Merchak with your initialed comments and the
date of review. Failure Lo retura form to Joe xithin five (5) days will be
considered your approval. If you have any objections to approval of Ehese
plans, it is your responsibility to notify this departmenb and resolve any
problems.
Thank-you.
/ds L~ia=lwn-.a~/~z°~`'°~--^L'~~''`'"ve-•-vi.e,s~i
(Signature) (Date)
G~4GC~D A~GN~r~zT Tvr~9 f/as~E-E7vS ~fg/0
- 3 DN."
~o
MEMO T0: PAT GEAGAN - POLICE DEPT.
ED KIRSCHTt SR. ENGINEERING TECH.
CRAIG KNUDSEN, ENGINEERING TECH.
TOM COLBEAT, DIRECTOR OF PUBLIC WORKS
JIM STURM, PLANNING DEPT.
JON HOFiENSTEIN, ADMINISTRATION ~
BILL AKINS, ELECTRICAL INSPECTOR
d0E CONNOLLY, WATEA DEPT.
FROM: DOUG REID, CHIEF BUILDING OFFICIAL
DATE: JAN. LI j I gSg
The preliminary _X construction
plans for S{GNAL F)ANK EU1LDINCa
are in our plan review section for your review and comments.
Please return this form to Joe Merchak vith your initialed comments and the
date of review. Failure to return form to Joe rrithin five (5) days xill be
considered your approval. If you have any objections to approval of these
plans, it is your responsibility to notify this department and reaolve any
problems.
Thank-you.
0 /
/JS
(Signature) Date)
.20
MEMO T0: PAT GEAGAN - POLICE DEPT.
ED KIRSCHT, SR. ENGINEERING TECH.
CRAIG KNUDSEN, ENGINEERING TECH.
TOM COLBERT, DIRECTOR OF PUBLIC WORKS
JIM STURM, PLANNING DEPT.
JON HOHENSTEIN, ADMINISTRATION
BILL AKINS, ELECTAICAL INSPECTOR
' 'JOE CONNOL_LYt WATEH DEPT J
FROM: DOUG REID, CHIEF BUILDING OFFICIAL
DATE: J AN . LI 1 19 S c(
The preliminary !X construction
plans Por SIC}NAL F'-)ANk FU1LD1NCa
are in our plan review section for your review and commenta.
Please return this form to Joe Merchak with your initialed comments and the
date of review. Failure to return form to Joe sri.thin five (5) days will be
eonsidered your approval. If you have any objections to approval of these
plans, it is your responsibility to notify this department and resolve any
problems. ~
Thank-you.
;
/JS
(Signature) (Date)
~s
lEMO T0: PAT GEAGAN - POLICE DEPT.
ED BIRSCFiT, SR. ENGINEERING TECH.
CRAIG KNUASEN, ENGINEERING TECH.
TOM COLBERT, DIRECTOR OF PiJBLIC NORKS
JIM STURM, PLANNING DEPT.
JON HOHENSTEIN, ADMINISTR9TION I
EILL 9KIN5, ELECTRICAL INSPECTOR
JOE CONNOLLY, WATEF DEPT.
FAOM: DOUG REID, CHIEF BUILDING OFFICIAL
D91Ti: Ll - 1 14 - ~-,Zcj
The preliminary construetion ~
plans for SIC*NlkL gAr.iK
are in our plan review section for your review and comments.
Please return this form to Joe Merchak with your initialed comments and the
date af review. Failure to retura foTm to Joe xithia five (5) daya will be
considered your approval. If you have any objectioas to approval of t6eae
plans, it is your responaibility to notifq this departaent and reeolve anq
problms.
Thank-you.
/JS
~
(Sigriature) Date)
lMO TOs PAT GEAGAN - POLICE DEPT.
ED gIRSCHT, 3R. ENGINEERING TECH.
CRAIG BNUASEN, ENGINEERING TECH.
TOM CALBERT, DIRECTOA OF PDBLIC i10RSS
JIM STURM, PLANNING DEPT;Z
JON HOHENSTEIN, ADMINISTRATION
BILL ARINS, ELECTRICAL INSPECTOR
JOE CONNOLLY, W$TER DEPT.
FROM: DOUG REID, C$IEF HUILDING OFFICIAL
DATE: L4 - t y - 99
The preliminary construetion ~
plans for C=IC+N,4L F)q1.1k
are in our plan review section for your review and comments.
Please return this form to Joe Merchak with your initialed comments and the
date of review. Failure to return form to Joe vithin five (5) days xill be
eonsidered your approval. IP qou have aay objeotions to approval of theae
plans, it is your responsibility to notity tLis department and resolve anq
problems.
Thank-you.
/JS
Sia~ tur ) (Date)
4~~7
PMO T0: PAT GEAGAN - POLICE DEPT.
ED $IRSCHTt SR. ENGINEERING TECEf.
CRAIG HNUASEN, ENGINEERING TECH.
TOM COLBERT, DIRECTOR OF POBLIC AORSS
JIM STURM, PLANNING DEPT.
JON 90HENSTEINt 9DMINISTRATION
BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT.
FROM: DOUG REID, CHIEF BUILDZNG OFFICIAL
DATE: Li- 114 - ~?Cl
The preliminary construction ~ c
plans for JICYN+4L f;AI.N
are in our plan review section for your review and comments.
Please return this form to Joe Merchak with qour initialed comments and the
date of review. Failure to retura farm to Joe xithin five (5) days vill be
eonsidered your approval. If you have any objeetions to spproval of these
plans,` it ls your reaponeiCility to notify this departmeat and reaolve any
problems.
Thank-you.
G L7 n p10~ o~k. I rp v ,Q; tvr•.ih o~s ~%ur ~ ~ I~D~y
f
Tifi~ •,s " U,~
~.?s I °L•
~ _ ` - -
~ g
(Signature ) (1)ate)
#5
lMO T0: P9T GEAGSN - POLICE DEpT.
ED RIRSCHTt 3R. ENGINEERING TECH.
CRAIG KTUASENg ENGINEERING TfiCH.
TOM COLBERT, DIRECTOR OF PIIBLIC WORSS ~
JIM STURM, PLANNING DEPT.
JON HOHENSTEIN, ADMINISTRATION
BILL 9KINS, ELECTRICAL INSPECTOR
JOE CONNOLLY, WATER DEPT.
FAOM: DOUG REID, C9IEF BUILDING OFFICIAL
DATE: L4 - I 4 - 91
The preliminary construction ~
plans for ~IC~NlcL ~jq1yK
are in our plan review section for your review and comments.
Please return this form to Joe Merchak with your initialed eomments and the
date of review. Failure to return form to Joe xithin five (5) daqs vill be
eonsidered your approval. if qou 6ave any ob3eotions to approval of theae
plans, it is your respoasibility to aotify this department and resolve any
problems. '
Thank-you.
s~b C'k t-0 k~K App"40ALJ
G~ r b Fl2s~, t~L ~~f h4
/JS iK ,ge, / ,
~
_ A ~7 4-
(Signature) (Date)
?o
MEMO T0: PAT GEAGAN - POLICE DEPT.
ED KIRSCHT, SR. ENGINEERING TECH.
CRAIG KNUDSEN, ENGINEERING TECH.
TOM COLBERT, DIRECTOR OF PUHLIC WOHKS
JIM STURM, PLANNING DEFT:
JON HOHENSTEIN, ADMINISTRATION
BILL AKINS, ELECTRICAL INSPECTOR
, JOE CONNOLLY, WATER DEPT.
FROM: DOUG REID, CHIEF BUILDING OFFICIAL
DATE: JAN. LI 1 I gSg
The preliminary ~X construetion
plans for StCaNAI_ F~,ANk RUILDIN(i
are in our plan review section for your review and comments.
Please return this form to Joe Merchak with your initialed comments and the
date of review. Failure to return form to Joe xithin Pive (5) daqs xill be
considered your approval. IF you have any objections to approval of these
plans, it is your responsibility to notify this department and resolve any
problems.
Thank-you.
/JS ,/t t~
~rSF,trature) (Date)
AM~
.
. • ~ f, T G ~60 2"-'~
FINAL PtANNED DEVELOPMENT AGREEMENT
SIGNAL BANK
LOT 1, BLOCK 1, TOWN CENTRE 100 SECOND ADDITION
THIS AGREEMEfVT, made this 15th day of October 1996, by and between the
CITY OF EAGAN, a Minnesota municipal corporation (hereinafter the "City") and Signal
Bank, Inc. a Minnesota corporation (hereinafter the "ApplicanY').
WHEREAS, the City Council of the City of Eagan is the official governing body
of the City of Eagan; and
WNEREAS, the City and the originai Owner and Deveioper entered into a
Preliminary Planned Development Agreement for Eagan Heights Commercial Park
(hereinafter the "AgreemenY") on the 20th day of July 1982 for a term of ten (10) years;
and
WHEREAS, the Agreement -uns with the land until terminated and is binding upon
the successor and assigns of the original owner and developer; and
WHEREAS, Signal Bank is ?he Owner of Lot 1, Block 1, Town Centre 100 Second
Addition, the development of whi,. s governed by the Agreement; and
WHEREAS, the plans attached hereto as (Exhibits A-E) are found to be in
conformance with the Agreement, and the parties hereby acknowledge that this Final
Planned Development Agreement and the attached exhibits constitute the Final Planned
Development for Lot 1, Block 1, Town Centre 100 Second Addition.
NOW THEREFORE, it is hereby agreed to and between the parties hereto as
follows:
1. This Final Planned Development Agreement applies solely to Lot 1, Block
1, Town Centre 100 Second Addition.
2. The applicant shali comply with the plans, labeled A through E, attached
hereto: (full-size plans are on file with the City of Eagan Community
Development Department)
' Site Plan - dated October 4, 1996 (Exhibit A attached hereto).
• Grading Plan - dated October 11, 1996 (Exhibit B attached hereto).
" Landscape Plan - dated October 4, 1996 (Exhibit C attached hereto).
' Building Elevation Plan - dated February 12, 1996 (Exhibit D
attached hereto).
` Sign Plan - dated February 12, 1996 (Exhibit E attached hereto).
3. This Final Planned Development Agreement shall run with the land until
terminated and shall be binding upon the successors and assigns of the
Applicant.
IN WITNESS WHEREOF, the parties hereto have executed this agreement on the
day and year first above written.
CITY OF EAGAN
A Minnes ici ai Corporation
,
Thomas Egan
Its Mayor
(Seal)
BY:
. VanOverbeke
Its lerk
SIGNAL BANK, INC.
A Minnesota Corporation
(Seal)
BY:
J n H. LeMay
Its Senior Vice President
DATE:
APPROVED AS TO CONTENT: APPROVED AS TO FORM:
.
Michael J. Ridley Eagan City Attorney
Senior Planner
Community Development Department
THIS INSTRUMENT WAS DRAFTED BY:
Community•Development Department
City of Eagan
3830 Pilot Knob Road
Eagan, Minnesota 55122
(612) 681-4600
STATE OF MINNESOTA )
ss
COUNTY OF DAKOTA )
On this day of ~L(~~~G~;?~ 1996 before me a Notary
Public within and for said County personally appeared THOMAS EGAN and E.J.
VANOVERBEKE to me personally known, who being each by me duly swom, each
did say that they are respectively the Mayor and Clerk of the City of Eagan, the
municipality named in the foregoing instrument, and that the seal affixed in behalf of
said municipality by authority of its City Council and said Mayor and Clerk
~ wledged said instrument to be the free act and deed of said municipality.
Notary Pub~c /
f
MARILYN L. WUCHERPFENNIG
~~~•Y' NOTAftYPUBLIC-MINNESOTA
STATE OF MINNE50TA ~ onKOTncauNn
) '~,•.••°"MyCommissionExplresJan.31,200U
SS
COUNTY OF DAKOTA )
On this/ay of ~ 1996 before me a Notary Public within
and for said County personally appeared JOHN H. LEMAY to me personally known,
who being by me duly swom, did say that he is the Senior Vice President of the
corporation named in the foregoing instrument and acknowledged said instrument to
be t e free act and deed of the corporation.
Notary P lic
' T MARILYN l. WUCHERPFENiJ!G
NOTARYPUBLICrMINNESUTa j
pAKOTACOUNTY ~
My Commisslon Fnpifes Jan. 31. 2C9o
EXHIBIT A ,daN,4,,BANs
PAriAN
UPPCR LEVEL AODITION k
YAIM LCYLL PEYOOEL
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WiMISYp.PLYODEL
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RD. NO. 28 (YANKEE DOODLE RD.) "
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I I I I wrep tlvrt Anonian' n
MAIN IL\'fL 6f4aMl.
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EXHIBIT D
SICsAlA.E. 9P,T,rF
FAGAIl .
Y
1 I I 1 !TCP.R LLvFI M1DIHTION x
M~IN I.EVF.1. PP.MU11El.
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13`.i 113 ~
oFRCE oF nHe courm REcoROER
DAKOTACOUNTY, N9NNESOTA
CERTIFIED THAT THE WITHIN INSTRUMENT -
WAS REGORDED IN THIS OFFICE ON AND AT
Now Z1 ?14e PPI '86
DOC. NO i:~9ii3S
.
JAMES N. OO i TY RECORD R
DePu Y S~
BY:
FEE/~~ SURCHARGE •
CASH ? CHECK ~ ESCROW ?
WELL ? CHARGE ?
CHARGE TO:
O/R
DO NOT REMOVE
~
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.
• ~ Metropolitan Council
Working for the Region, Planrzing for the Flrhire
Environmental Services
April 19, 1996
S4C nl'~~
Mr. Joe Voels I- ~ I owd ~ENTQC IUO
Construction Analyst
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122
Dear Mr. Voels:
The Metropolitan Council Environm.ental Services Division determined
SAC for the'Signal Bank Additionllocated at 1270 Yankee Doodle Road
within the City of Eagan.
This project should be charged 3 SAC Units, as determined below.
SAC Units
Charges:
Office
6216 sq. ft. @ 2400 sq. ft.JSAC Unit 2.59
Conference
420 sq. ft. @ 1650 sq. ft./SAC Unit 0.25
Total Charge: 2.84 or 3
If you have any questions, call Jodi Edwards at 229-2113.
Sincerely,
~
~ e-r W. Janzig
Planner, Municipal Services Section
Wastewater Services Department
RWJ:JLE
96041954
cc: S. Selby, MCES
Carolyn Krech, Finance Department, Eagan
Russell Zellner, Langer Construction Co.
G3EC~~~11?f~sDD
APR 2 4 1996
230 East FYfth Street St. Paul, Minnesota 55101-1633 (612) 222-8423 Fax 229-2183 TDD/T1Y 229-3760
A. Fqunl OpporhmLLy Ertiployer
.
*dtV oF eagan
THOMASEGAN
Mayor
7u1 29 1996 PATRICIA AWADA
Y , SHAWN HUNTER
SANDRA A. MASIN
r. Dave Andersen THEODORE WACHTER
M
Council Memters
Andersen Group Architects Limited
THOMAS HEDGES
7601 Wayzata Boulevazd, Suite 211 City Adminisirotor
Minneapolis, MIN 55426 E. J. VAN OVERBEKE
Ciry Clerk
Re: Signal Bank Parking Lot - Denmark Avenue Sidewalk/Retaining Wall
City Project No. 695 City Contract No. 96-11
Dear Mr. Anderson:
As a follow-up to our phone conversations recently, I want to clarify a few items in writing
regarding the above issue since it appears that the pazking lot expansion was placed incorrectly in
relation to the permanent roadway easement recently acquired by the City of Eagan.
Back¢round
The City Of Eagan was awarded possession of the permanent easement, and accompanying
temporary easement, on Signal Bank property June 19, 1996. The buiiding permit for the building
and parking lot expansion issued on May 23,1996 by the City was based on plans(dated May 9,
1996) showing the new parking lot curb expansion placed 2 to 3 feet east of the permanent
roadway easement. As you are awaze, a recent check by our consulting engineers shows the curb
and gutter was placed about 0.5 to 1 foot into the permanent roadway easement.
Action Repuired
The curb and gutter piaced by Langer Construction(the general contractor for Signal Bank) along
the west edge of the Signal Bank parking expansion will need to be removed and replaced 3 feet
to the east(as per the plan approved with the building permit) to allow room for the planned
retaining wall tiebacks with the City project. This removal and replacement of the curb and gutter,
and its associated costs, will be the responsibility of the possessor of the building permit, Signal
Bank.
If the parking stall depths are maintained at 18 feet on the site in this area and the 3-foot reduction
in width for the two parking stall areas and the drive aisle is taken from the drive width, no
varianc- would be required. If the reduction were taken from the parking stall depths, a variat;ce
fronn the City Council would be required.
Certificate of Occupancy for the new Signal Bank building expansion will not be issued by the
MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILItV
3830 PIIOT KNOB ROAD THE $YMBOL OF STfiENGTH AND GROWTH IN OUR COMMUNITY 3501 COACHMAN POINi
EAGAN, MINNESOiA 55122-1897 EAGAN, MINNESOiA 55122
PHONE: (612) 681-4600 PHONE: (612) 681-4300
FAK (612) 681-4612 Equal OppoftUnlty/Afflrfnatlve Actlon Efnployer FAX: (612) 681-4360
TDD: (612) 454-8535 TDD: (612) 454-8535
,
City until the above corrective action is completed.
Please contact me with any questions you may have on this matter at 681-4646.
Sincerely,
36hn Gorder, P.E.
Design/Development Engineer
cc: John LeMay, Executive Vice-President and General Counsel- Signal Bank
Tom Colbert, Director of Public Works
,Doug-Reid;-Chief Building Official
Mike Ridley, Senior Planner
Stan Lexvold, Senior Construction Supervisor
4
t
MEMO
_ city of eagan
TO: PAT GEAGAN, CHIEF OF POIICE
JON HOHENSTEIN, ASSISTANT TO THE C1TY ADMINISTRATOR
DALE WEGLEiTNER, FIRE MARSHAL
ELECTRICALINSPECTOR
UBC(C WORKSfENGINEERINGIUTILITIES/STREET$ `
C-P-- -
GENE VANOVERBEKE, FINANCE DIRECTOR
RICH BRASCH, WATER RESOURCES COORDINATOR
MIKE RIDLEY, SENIOR PLANNER
GREGG HOVE, SUPERVISOR OF FORESTRY
FROM: DALE SCHOEPPNER, SENIOR INSPECTOR /
DATE: ~ /z, S/~p
SUBJECT: PLAN REVIEW
The_preliminary RK construdionplansfor
are in our plan review section far your review and comment. /Z 7D yANK tt boopt tAD.
Please notify the Protedive Inspections Division if you have any reasan that these plans should not be approved and
resolve arry problems with the affected parties. If you are requesting that issuance of the building pertnit he held, please
fill out the proper "hold' request form.
Comments:
Indicate any fees that are to be collected with the 6uilding permit:
Amoun
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? No park dedication
? Yes ? No trail dediption
? Yes ? No tree dediption
? Yes ? No
Signature Date
plan+ev.iaw
~
.
.
MEMO
_ city of eagan
1 o f I~ ~ra~~.. I
,0(.2
TO: PAT GEAGAN. CHIEF OF POLICE
JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR
DALE WEGLEITNER, FIRE MARSHAL .
ELECTRICAL INSPECTOR
PUBLIC WORKS/ENGINEERINGIUTILITIES/STREETS
~GENEVANOVERBEKE, FINANCE DIRECTOR '
RICH BRASCH, WATER RESOURCES COORDINATOR
MIKE RIDLEY, SENIOR PLANNER
GREGG HOVE, SUPERVISOR OF FORESTRY
PROM: DALE SCHOEPPNER, SENIOR INSPECTOR
OATE:
SUBJECT: PLAN REVIEW
The_preliminary X construction plans for are in our plan review sedion for yaur review and comment. 12-70 y'HK t= t>pept tjea ,
Please natify the Protective Inspedions Divisian ff you have any reason that these plans should not be approved and
resolve any problems wilh the afFected partes. If you are requessting that issuance of fhe building pertnit be held, please
fifl out the praper "hold' request form.
Comments: ~GV~~~Oa~G : ~PR?~et? lJl~/~t G/74'se9 ~v_
w G r ?'a ? Co//'~f'7d
ag
Indipte any fees that are to be collected with the building pertnit:
Amoun
? Yes ? No landscape security required
? Yes ? No water quality dedication
? Yes ? Na park dedication
? Yes ? No trail dedication
? Yes ? No Vee dedication
? Yes ? No
Cik) ~ ALV
Signature te
, !fl] LS ~ L~ ~ IL ~v,
~ B R U N Sm sroun Interiec Corporation
J U L D 9 1996 6950 West 1461h Sheel, Suiie 131
Apple Valiey, Minnesoia 55 1 24-85 20
INIFa7FC 612-431d493 Fmc431J084
~
Compressive Test of Concrete Cylinder Engineers and Scientists Serving
Test Method: ASTM C 39, 6" x 12" Cylinder the Built and Nafural Environmenh
Daze: June 27, 1996 Project Number: BODX-96-113C
Project
Client: Desaiptian:
Mr. Chuck Dorsey Construction Testing Services
Signal Bank and Special Inspection
100 Signal Hills Signal Bank Addition-1270 Yankee Doodle Rd.
West St. Paul, MN 55118 Eagan, Minnesota
FIELD DATA: DESIGN DATAd ~
Set Number: 5 Mix Design: 3
Date Cast: 6/19/96 Supplier: AVR
Time Cast: 11:00 a.m. Specified Air: not specified
Measured Slump: 4" Specified Strength: 3500
Measued Air: not given Tmck or Ticket No.: not given
Concrete Temperature: not given Cylinders Per Set: 4
Air Temperature: not given
Cylinder Cast By: Dave with Axel Oman
Liquid Added at Site: not givw
Sample L.ocation: Footings: conferrance room
Field Notes:
Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (sq in) Streagth, psi Code(s)
SA 6/24 6/26 5 2 7 90190 28.31 3190 B
Specified Strength az 28 Days (psi): 3500
Remarks:
B: The 7-day test result projects that the speciTied strength will likely be met az the 28-day age according to
a typical strength age relations6ip.
c: Mr. Gazth Ristau; I.anger Constructioo Company Braun Intertec Corporation
Ms. Gail Anderson; Anderson Group
Mr. Craig Milkert, PE; Reigsted and Associazes, Inc. '
Mr. Jce Voels; BuIlding Inspections, City of Eagan
David T. oungstr
Senior Engineerin sis
96113c\couc.5
~ B R U N SM Broun l~~ Corporafion
6950 West 1461h Street, Suite 131
I N T E E C Apple Valley, Minnesota 55124-8520
612-031-4493 fax431-3084
E
COIIIressive Test of Concrete C linder ngineers ancl $cienfisfs $erving
p Y flie Builf pncl Nafural Environmenfs
Test Method: ASTM C 39, 6" x 12" Cylinder
Date: June 10, 1996 Project Number: BODX-96113C
Project
Client: Description:
Mr. Chuck Dorsey Construction Testing Services
Signal Bank and Special Inspection
100 Signal Hills Signal Banlc Addidon-1270 Yankee Doodle Rd. ,
West St. Paul, MN 55118 \ Eagan,-Minnesota_
FIELD DATA: DESIGN DATA:
Set Number: 3 Mix Design: 3
Date Cast: 613/96 Supplier: AVR
Time Cast: 8:00 a.m. Specified Air: 6.0%
Measured Slump: not given Specified Strength: 3500
Measured Air: not given Trurk or Ticket No.: not given
Conczete Temperature: not given CyGnders Pez Set: 4
Air TemperaWre: 56° F
Cylinder Cast By: Dave with Axle Oman
Liquid Added at Site: not given
Sample Loca[ion: Sidewalk: new eutrance
Field No[es:
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)
3A 6/4 6/10 1 6 7 110060 28.28 3890 F
Specified Strength az 28 Days (psi): 3500
Remarks:
F: The specified 28-day strength was met az the 7-day age according to the above test results.
c: Mr. Cruth Ristau; Ianger Consuuc[ion Company
Ms. Gail Anderson; Anderson Group Braun Intertec Crnporation
Mr. Craig Milkert, PE; Reigsted and Associates, Inc.
W. Jce Vcels; Building Inspecflons, Ciry of Eagan •
avid T. Youngstro
Senior Engineering sis t
961136conc.3
B R A IJ N SM Bmun Intertec Corpomfion
6950 Wesf 1461h Sfreet, Suite 131
Apple Valley, Minnesoto 55124$520
I N T E RT E C 612-031-4493 Faz 431-3084
Engineers and Scien/ish Serving
Compressive Test of Concrete Cylinder flte Built ontJ Nalural Environmenh
Test Method: ASTM C 39, 6" a 12" Cylinder
Daze: Iune 18, 1996 Project Number: BODX-96-113C
Project
Client: Descripdon:
Mr. Chuck Dorsey Construction Testing Services
Signal Bank and Special Inspection
100 Signal Hills Signal Bank Addiaon-1270 Yankee Doodle Rd.
West St. Paul, MN 55118 Eagan, Minnesota
FIELD DATA: DESIGN DATA:
Set Number: 2 Mix Design: 1
Date CasC 5/20/96 Supplier: AVR
Time Cast: not given Specified Air: not specified
Measured Slump: not given Specified Suength: 3000
Measured Air: not given Truck or Ticket No.: not given
Concrete Temperature: not given Cylinders Per Set: 4
Air Temperature: not given
Cylinder Cast By: Conffactor
Liquid Added at Site: none
Sample Location: Piers: new canopy, east entrance
Field Notes:
Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
No. Recvd Daze Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
2A 5/22 5/27 2 5 7 65080 28.26 2300 E
2B 5/22 6117 2 26 28 87200 28.27 3080 L
2C 5/22 6/17 2 26 28 85020 z8.27 3010 i
Specified Strength at 28 Days (psi): 3000
Remarks:
B: The 7-day test result projecrs tbat the specified strength will likely be met at the 28-day age according to
a typical strength age relationship.
L: T'he average 28-day test result meets the required design strengtL.
c: Mr. Gazth Ristau; Langer Construction Company Braun Intertec Corporarion
Ms. Gail Anderson; Anderson Group
W. Craig Milkert, PE; Reigsted and Associates, Inc. '
Mr. 7ce Vcels; Building Inspecflons, City of Eagan
David T. Youngstr
Senior Engineerin@ A sist t
961136conc.2
' SPECIAL INSPECTION AND TESTING SCHEDULE
(TO be used in aCCOrdance with the "GUidelinee for Special Inepection and Teeting^)
PROJECT NAHE 914nJkL,. 'BfVaJ~<_ PROJECT NO.
LOCATION
(1)
?ERtiIT NO.
SPECIAL LE
S cifica on 1QV Report Aseigned ~
ection ticl Deacri tion 2 I~tLl/ ~6~ Fre enc Firm (4)1
7 D l• 5 ~ Co NC(trT1tF ~ r'$w an CZA~I r~ .~.~'cx+sT~
„ V
" S• ~ W e~..a, a 5 Fb ~3 Ce~3' " - !
TESTSNG SCHEDULE '
i
I
f
I
Hotes:
Thia echedule to be filled out and included in the project specification. Informaticn
unavailable at that time to be filled out when applying for a building permit.
(1) Permit No. to be provided by the Building Official.
(2) Uee deacriptions per U.B.C. Section 1701.5
(3) Special Znapector, Testing Agent or Fabricator.
(4) Firm contracted to perform services.
ACRNOWLEDGEMENTS
rach appropriate reareaentative muat sign below:
Owner: CAGCK arsoef Firm: Date:
Contractor:_ Firm: Date:
~
Arch e
6
ct: Firm: Y Date:
SER: Fizm: Date: 4
` SI: Firm: Date:
* SI: Firm: Date:
TA: Firm:
Date:
TA: Firm:
Date:
F: Fi:m:
Date:
F: Firm:
Date:
' The individual nnmea of a11 prospective sp=cial insoectora and the work they intend co
obaerve muet be identified on the reverse eide o: this form.
Legend: SER = Structural Enaineer of Record SI = Special inspacto_
TA = :esting Ager.t F = Fabriczto=
ACC2n'.p;? `n^ tt]e 3vi1;4•:nC DPr.a-'-mo.•.t. Rv n"_'
L'ANGER CONSTRUCTION COMPANY LIEU4EIN 0F
, 54 East Moreland Avenue
WEST ST. PAUL, MINNESOTA 55118
Phone 612-457-5993 DATE JOB NO.
Fax 612-457-7068 ATTENTiON
t SDC D GLS
ro -1~e- Il ois QE 5• n a. I B~~.n K
O'~' ra.Q a.n
39,3o Q;/er Knob RO
Emaa,n MN S.5-/dd-/857
WE ARE SENDING YOU ? Attached ? Under separate cover via rnCe-./ the following items:
? Shop drowings ? Prints ? Plans ? Samples ? Specifications
O Copy of letter ? Change order ?
COPIES DATE NO. DESCRIPTION
THESE ARE TRANSMITTED as checked below:
? For approval ? Approved as suhmitted ? Resubmit copies for approval
? For your use ? Approved as noted ? Submit_copies for distribution
fg As requested ? Returned far corrections ? Return_corrected prints
? For review and comment ?
? FOR BIDS DUE 19 ? PRINTS RETURNED AFfER LOAN TO US
REMARKS ~nt X 21ave S PnX~ SAt Sj'
G~>Oc[ ~a G Lf 4"
ra w.cr 'n 'r. A ~ he S fG YO z f'r :~e~y 17'lorn ,
~ )e aS C' a
COPY TO
SIGNED: ~~S ~ ~Jm e r
If anclesures sn not as notsd, kinJly noti/y us et ones.
B R V N'" 8.~un l~~" Co.~.~n
6950 West 146th Street, Suite 131
I N T E E C Apple Vulley, Minnesota 55124-8520
612d31-4493 Faz:431-3064
E
COIRPre.ssive Test of Concrete CYlinder ngincers and Scienlish Serving
the Built and Nalural Environmenb
Test Method: ASTM C 39, 6" a 12" Cylinder
Daze: June 14, 1996 Project Number: BODX-96-113C
Pzoject
Clieat: Descripdan:
Mr. Chuck Dorsey Constrnction Testing Services
Signat Bank ( and Special Inspection
---100-Signal Hills Signal Bank Addition-1270 Yankce Doodle Rd.
West St. Paul. MN 55118 Eagan, Minnesota
FIELD DATA: DESIGN DATA:
Set Number: 4 Miz Design: 3/8 pump mix
Date Cast: 6/7196 Supplier: AVR
Time Cast: 830 am. Specified Air: noc specified
Measured Slump: S'A" Specified Strength: 3500
Measured Air: not given Truck or Ticket No.: i l l
Con¢ete Temperature: aot given Cylinders Per Set: 4
Air Temperazure: not given
Cylinder Cast By: Ray Lazson with Ianger
Liquid Added az Site: not givw
Sample Location: Siab-in-Fill: plumbing trenches
Field Notes:
Sample Date Test Field Lab Test Max Load Cyi Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
4A 6/12 6114 5 2 7 91810 2835 3240 B
Specified Streagth az 28 Days (psi): 3500
Remarks:
B: The 7-day test result projects that the specified strength will likely be met az the 28-day age according to
a typical strength age relauonship.
c: W. Garth Risrau; Ianger Consiruction Company Braun In[ertec Corporauon
Ms. Gail Anderson; Anderson Group
Mr. Craig Milkert, PE; Reigsted and Associates, Inc. Mr. Joe Vceis; Building Inspecsions, Ciry of Eagan
David T. Yoimgsrr
Senior Engineerin is t
96113c1cronc.4
~ 6 R U 1~1 SM Broun Inferfec Corpowfion
6950 Wesi 146th Street, Suite 131
Apple Valley, Minnesota 551248520
I NTE RTEC 612431-4493 Faz:4313084
COItl ressive Te.st of Concrete C Gnder Engineen and Scientisn Serving
P y fhe Bui6 ond Nolurol Environmenh
Test Method: ASTM C 39, 6" a 12" Cylinder
Date: June 11, 1996 Project Number: BODX-96-113C
Project
CHent: Descripdon:
Mr. Chuck Dorsey Construction Testing Serrices
Signal Bank and Spetial Inspection
100 Signal Hills Signal Bank Addition-1270 Yankee Doodle Rd.~
~
West St. Paul, MN 55118 Eag"an, Minnesota
FIELD DATA: dESIGN DATA:
Set Number: 1 Miz Design: 1
Date Cas[: 5/14/96 Supplier: Model
Time Cast: not given Specified Air: none
Measured Slump: not given Specified Sttengtb: 3000
Measured Air: not given Tnick or Ticket No.: not given
Concrete Temperature: not given Cylinders Per Set: 4
Air Temperature: oot given
Cylinder Cast By: Conaete Contractor
Liquid Added at Site: none
Sample Location: Footings: new canopy, east entrance
Field Notes:
Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
No. Recvd Date Cure Cure Age (pomds) (sq in) Strength, psi Code(s)
IA 5115 5/21 1 6 7 118320 28.27 4190 F
1B 5115 6/11 1 27 28 156030 28.28 5520 L
1C 5/15 6/11 1 27 28 159760 28.28 5650 L
1D 5/15 HOLD
Specified Strengfli az 28 Days (psi): 3000
Remarks:
F: The specified 28-day strength was met az the 7-day age according to tLe above test results.
L: The average 28-day test result meeu the required design strength.
c: W. Crerth Ristau; Langer Construction Company
Ms. Gail Anderson; Anderson Group Braun Intertec Corporation
Mr. Craig Milkert, PE; Reigsterl and Associates. Inc.
Mr. 7oe Vcels; Building Inspecaons, Ciry of Eagan
David T. Young m
Senior Engin As s t
96113c\conc.1
r CEN F-'J .
B R U IN SM Bwun IMertec Corpomfion
i t, 14 0 3 1996 6950 West 146th Street, Suite 131
Apple Valley, Minnesota 55124-8520
I~I I F R r FC _ _ _ _ _ 612d31-4493 Fax: 431-3084
1\ 1~ 1\ 1 L
- Engineers and Scienlists Serving
C'pTjjppe$$jVe 'j'Qyt pt' L'pM`[etC L'Sr]]n(jep rhe euill ond Naturol Environmenfs
Test Method: ASTM C 39, 6" a 12" Cylinder
Date: May 28, 1996 Project Number: HODX-46-113C
Project
Client: Description:
W. Chuck Dorsey Coostrucflon Testing Services
Signal Bank and Specisl Inspection
100 Signai Hills Signal Bank Addition-1270 Yankee Doodle Rd.
West St. Paul, MN 55118 Eagan, Minnesota
FIELD DATA: DESIGN DATA:
Set Number: 2 Mix Designi 1
Date Cast: 5/20196 Supplier: AVR
Time CasC not given Specified Air: not specified
Measured Slump: not given Specified Strength: 3000
Measured Air: not given Truck or Ticket No.: not given
Concrete Temperature: not given Cylinders Per Set: 4
Air Temperature: not given
Cylinder Cast By: Contractor
Liquid Added at Site: none
Sample Localion: Piers: new canopy, east entrance
Field 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 5/22 5/27 2 5 7 65080 28.26 2300 B
Specified Strength az 28 Days (psi): 3000
Remarks:
B: The 7-day test result projects that the specified sorength will likely be met at the 28-day age according to
a typical strength age relationship.
c: W. Gazda Ristau; Langer Construcdon Company BIau° Intertec Corporation
Ms. Gail Mderson; Anderson Group
W. Craig Milkert, PE; Reigsted and Associates, Inc.
W. Joe Voels; Suilding Inspecflons, City of Eagan
David T. Youngs
Senior Engineeri ssis u
961136conc.2
' B R U N SM Broun Interfec Corpowfion
6950 West 146th Street, Suite 131
I~~~~~ Apple Valley, Minnesota 551248520
612431-4493 Faz:4313084
Compressive Test of Concrete Cylinder Engineers and Scientisn Sening
Test Method: ASTM C 39, 6" x 12" Cylinder fhe 8uifl and NaNra/ Environmenh
Date: May 24, 1996 Project Number: BODX-96-113C
Project
Client: Description:
Mr. Chuck Dorsey Construction Tesang Services
Signal Bank and Special Inspection
100 Signal Hills Signal Bank Addition-1270 Yankee Doodle Rd.
West St. Paul, MN 55118 Eagan, Minnesota
FIELD DATA: DESIGN DATA:
Set Number: 1 Mix Design: 1
Date Cast: 5/14/96 Supplier: Model
Time Cast: not given Specified Air: none
Measured Slump: not given Specified Streagth: 3000
Measured Air: not given Truck oz Ticket No.: not given
Concrete Temperature: not given Cylinders Per Set: 4
Air Tempetature: not given
Cylinder Cast By: Concrete Contractor
Liquid Added at Site: aone
Sample Location: Footings: new canopy, east envance
Fieid 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)
lA 5115 5/21 1 6 7 118320 28.27 4190 F
Specified Strength at 28 Days (psi): 3000
Remarks:
F: The specified 28-day strengtlh was met at the 7-day age according to the above tes[ results.
c: Mr. Garth Ristau; Langer Construcflon Company
Ms,- Gail Anderson; Anderson Group Sraun Inter[ec Corporation
Mr. Csaig Milkert, PE; Reigsted and Associates, Inc.
Mr. Joe Vcels; BuIlding Inspections, City of Eagan ~ --T-
David T. Youngsno
Senior Engineerin is ~t
961136konc.1
~ RAt~ N,M Broun ln~~ Ca~ro~
6950 West 146th Sheet, Suite 131
I N T E E C Apple Volley, Minnesola 551248520
612d31-4493 Fax:4313084
E
COID res9ive Test of Concrete C linder ngineen ond Scienfish Serving
Il y llie Built and Nalurol Environmenb
Test Method: ASTM C 39, 6" a 12" CyGnder
Date: July 17, 1996 Project Number: BODX-96-113C
Project
clienG Desciipdon:
Mr. Chuck Dorsey Construction Testing Services
Signal Bank aad Special Inspecflon
100 Signal FI'ills Signal Baok Addition-1270 YmkeE Doodle Rd.
West St. Paul, MN 55118 Esgan. 1vLnnesota
FSELD DATA: DESIGN DATA:
Set Numher: 5 Mix Design: 3
Date Cast: 6/19/96 Supplier: AVR
Time Cast: 11:00 am. Specified Air: not specified
Measiued Slump: 4" Specified Strength: 3500
Measurefl Air: not given Tzuck or Ticket No.: not given
Coaaete Temperature: not giveu Cylinders Pa Ser. 4
Air Temperature: not given
Cylinder Cast By: Dave with Axel Oman
Liquid Added az Site: not given
Sample Locadon: Footings: confaance room
Field Notes:
Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remazks
No. Recvd Date Cure Cure Age (pounds) ($9 in) 5tren8th• Pgi Code(s)
SA 6l24 6126 5 2 7 90190 28.31 3190 B
SB 6/24 7117 5 23 28 122040 28.26 4320 L
SC 6/24 7117 5 23 28 123570 28.26 4370 L
SD 6/24 HOLD
Specified Strength az 28 Days (psi): 3500
Remarks:
B: The 7-day test result projects tLat the specified strength will likely be met az the 28-day age according to
a typical strength age relationship.
L: The avaage 28-day rest result meeu the required design strength.
c: Mr. Guth Ristau; Langer Consuuction Company ~a~ 'on
Ms. Crail Anderson; Anderson Group
Mr. Craig Milkat, PE; Reigsted and Associates, Inc.
Mr. Jce Voels; Building Inspections. City of Fzgan ~ T. Youngsrrom
enior Engineecing Assistant
9e1i3c\caocs
B RAU N'" aro~~ ~nte„ec Corporatim
6950 West 146th Street, Suire 131
Apple Valley, Minnesola 551248520
612d31d493 Fmc:431-3084
I N T E E C
E
Com ressive Test of Concrete C linder ngineen and Scientish Serving
~1 fhe Built and Nofurol Environmenh
Test Method: ASTM C 39, 6" a 12" Cylinder
Date: July 8, 1996 Project Numbec: BODX-96-113C
Project
Clieat Des¢ipdon:
W. Chadc Doisey Constraction Tesling Services
Sigual Banlc and Spetial Inspection
100 Signal Fi'i1Ls Signal Bank Addition-1270 Yankee Daadle Rd.
West SL Paal. MN 55118 Eagan, hI'innesota
FIELD DATA: DESIGN DATA:
Set Number: 4 Miz Design: 3/8 pmnp mix
Date Cast: 6/7196 Supplia: AVR
Time Cast: 8:30 am. Specified Air: not specified
Measured Slump: S%" Specified Strength: 3500 _
Measiced Air: not given Truck or Ticket No.: 111.
Concrete Temperazure: not given Cylindecs Pa Set 4
Air Temperature: not given
Cylinder Cast By: Ray Iarson with Langer
Liquid Added az Site: not given
Sample Location: Slab-in-Fill: plumbing trenches
Field Notes:
Smmple Date Test Field Lab Test Max Load Cyl Area Comprescive Remarks
No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
4A 6/12 6114 5 2 7 91810 2835 3240 B
4B 6/12 76 5 23 28 144640 28.26 5120 L
4C 6112 7/5 5 23 28 138930 28.26 4920 L
Specified Strengsh az 28 Days (psi): 3500
Remarks:
B: The 7-day test result projects that the speafied strength will lilcely be met az the 28-day age according to
a rypicat sureugth age relations6ip.
L: T'he average 28-day cest rcciilt meets rhe require3 design strength-
c: Mr. Crerth Ristau; Langa Construction Company &au° I°ter[ec Corporarion
Ms. Gail Anderson; Anderson Group
Mr. Craig 114ilkert, PE: Reigsted and Associates, Inc. ^
Mr. Jce Voefs; Suilding Inspections, City of Eagan avid T. omgstr
Seuior Enginegin
961136bonc.4
B R U N sM Braun Intereac Corporation
6950 Wes1146th Sheet, Suita 131
Apple Valley, Minnesota 551248520
612d31d493 Fmc:431-3084
I N T E E C
Compressive Test of Concrete Cylinder Engineen ond Scienlisri Serving
Test Method: ASTM C 39, 6" a 12" Cylinder *e Builf and Naluml Environmenb
Date: 7uly 1, 1996 Project Number: SODX-96-113C
Project
Client Desccipflon:
W. Chuck Darsey Conslruction Testiag Services
Signal Bank and Special Inspection
100 5ignal Hills Signal Bmk Addition-1270 Yankee Dooclie Rd.
West St. Paul, MN 59118 Eagan, M9nnesota
FIELD DATA: DESIGN DATA:
Set Nunber: 3 Miz Design: 3
Date Cast: 6/3/96 Supplier: AVR
Time Cast: 8:00 a.m. Specified Air: 6.0%
Measured Slump: not given Sperified Srreng[h: 3500
Measured Air: not given Truck or Ticket No.: not given
Coaaete Temperature: not given Cylinders Pa Set: 4
Air Temperatme: 56° F
Cylinder Cast By: Dave with Axle Oman
Liquid Added az Site: not given
Sample Location: Sidewallc: new entrance
Field Notes:
Sample Date Test Field Lab Test Maz Load Cyl Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (uq in) Strength, psi Code(s)
3A 6/4 6/10 1 6 7 110060 28.28 3890 F
3B 6/4 7/1 1 27 28 141000 28.26 4990 L
3C 614 7/1 1 27 28 153810 28.26 5440 L
Specified Strengrh az 28 Days (psi): 3500
Remarks:
F: The Veaftea zs-aay strengrn was met ac me 7-a8y age accora;ng to ,ne above resc
L: 1Le average 28-day test resutt meets the required design strength.
JUI_ 0 3 199~
c: Mr. Crurh Risrau; Langer Coustruction Company Braun Iatertec Carporarion
Ms. Gail Anderson; Anderson Graup
W. Craig Miiker4 PE: Reigsted and Associares, Inc. _
W. Jce Vcels; Building Inspections, City of Eagan
David T. Youngs
Senior Engineerin t
96113ckconc.3
B R U N zM , Broun ln~ C~ro~on
6950 West 146ih Street, Suite 731
Apple Volley, Minnesota 551248520
612-431-4493 fax:431,3084
I N T E E C
Engineers and Scianfists Sarving
Compressive Test of Concrete Cyiinder fhe Builf and Natural Emironments
Test Method: ASTM C 39, 6" a 12" Cylinder
Date: July 25, 1996 Project Number: BODX-96-113C
Project
Clienc: Descripdon:
Mr. CLuck Dorsey Consmictioa Testing Services
Signal Sank and Special InspecKion
100 Signal Hills Signa[ Bank Addition-1270 Yankee Doodie Rd.
West SG Paul, MN 55118 Eagan, Minnesota
FIELD DATA: DFSIGN DATA:
Set Number: 6 Miz Design: 3
Date Cast: 6/27/96 Supplier: Modei
Time Cast not given Specified Air: not specified
Measured Slump: not given Specified Strengrh: 3000
Measured Air: not givea Truck or T"uket No.: not given
Concrete Temperanae: not given Cylinders Pa SeC 4
Ait Temperazure: not given
Cylinder Cast Sy: Contractor
Liquid Added at Site: not given
Sample Locarion: Pias: Coofecence Room
Fieid Notes:
Sample Date Tesc Field Iab Test Max Load Cyi Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
6A 7/3 714 6 1 7 75640 28.27 2680 B
6S 713 7/25 6 22 28 132270 2833 4670 L
6C 713 7125 6 22 28 130590 2833 4610 L
6D HOLD
Specified Strength at 28 Days (psi): 3000
Remarks:
B: The 7-day test result projects that the speafied strengrh will likely be met az the 28-day age acxording to
a rypical sirength age relaflonship.
L: The average 28-day test result meets the required design sffeagth.
c: W. Cruth Ristau; Langer Consavcrion Company Braun Intertec Corporation
Ms. Creil Anderson; Anderson Group
Mr. Craig Milkert, PE; Reigsted and Associazes, Inc. °
Mr. Jce Voels; Building Inspections. City of Eagan
David T. Youngsrro
Senior Eagineering si tan
96113c1conc.6
B RAU N'" ' Broun i~,~ Co.~rohon ~
6950 Wesl 146th Streel, Suite 131
ApPle Valley, Minnesota 551248520
INTERTEC 612-431-4493 Fax:431-3084
E
Com ressive Test of Concrete C linder ngineers and ScianMsh Serving
P Y fhe Built and Nafural Environmenh
Test Method: ASTM C 39, 6" x 12" Cylinder
Date: August 1, 1996 Project Numbec: BODX-96-113C
Project
ClienC Descriprion:
Mr. Chuck Dorsey Consavction Testing Services
Signal Bank and Special Inspection
100 Signal Hills Signal Bank Addiflon-1270 Yankee Doadle Rd.
West St. Paul, MN 55118 Eagan, Minaesota
FIELD DATA: DESIGN DATA:
Set Number: 7 Mix Design: slab mix
Date Casr. 7/3/96 Supplia: Model
Time Cast: not given Specified Air: not specified
Measured Slump: not given Specified Strengih: 3500
Measned Air: not'given Truck or Ticket No.: not given
Concrete Temperanae: not given Cylinders Per Set 4
Air Temperature: not given
Cylinder Cast By: Contractor
Liquid Added az Site: not giveu
Sample Location: Slabon-Grade: Conference Room
Field Notes:
Sample Date Test Field Lab Test Msx Load Cyl Area Compressive Remarks
No. Recvd Date Cure Care Age (pounds) (sq in) Strength, psi Code(s)
7A 7/10 7/11 7 1 8 84100 28.28 2980 B
7B 7/10 7/31 7 21 28 111230 28.28 3930 L
7C 7/10 7/31 7 21 28 102280 28.28 3620 L
7D 7/? 0 HOLD
Specified Strength az 28 Days (psi): 3000
Remarks:
B: The 8-day test result projects thaz the specified streagth will likely be met at the 28-day age according to
a typical strength age relarionship.
L: The average 28-day test result meers the required design suength.
c: Mr. Guth Ristau: Langer Construc[ion Cnmpany BTa1II intertec Cocporation
Ms. Creil Andeison: Anderson Group
Mr. Craig Milkert, PE; Reigsted and Associates. Inc.
rMr. 7ce VoeLs; Building Inspections, City of Eagan
David T. Yoimgsrr
Senior Engineerin i
96113c\conc.7
I
B R U N SM Broun intertec Corporation
6950 West 146th Sheef, Suire 131
Apple Valley, Minnesota 551248520
512d37~4493 Faz:4313084
I N T E E C
Engineers and Scientish Serving
Compressive Test of Concrete Cylinder ihe Built and Nalura7 Environmenls
Test MeWod: ASTM C 39, G' a 12" Cylinder
Date: September 18, 1996 Project Number: BODX-96-113C
Project
Clienr. Descripflon:
- Mr. Chuck Dorsey Coosuvction Testing Services
Signal Banlc and Special Inspection
100 Signal FTills Signal Bank Addirion-1270 Yankee Doodle Rd.
West St. Paul, MN 55118 Fagan, Mnne.sota
FIEI.D DATA: DESIGN DATA:
Set Number: 8 Mix Design: 4
Date Cast: 9/9/96 Supplier: AVR
Time Cast: 9:00 am. Sperified Air: 7%
Measured Slump: 6" to 8" after super plasticizer Specified Sffength: 3500
Measured Ait: 7% Trnck or Ticket No.: not given
Concrete Temperature: not givea Cylinders Per Sec: 4
Air Temperazure: not given
Cyliadec Cast By: Ray Larson of Langer Const.
Liquid Added az Site: super plasdcv.er
Sample Loratioo: Slab on deck (East side)
Field Notes:
Sample Date Test Field Lab Test Max Load Cyl Area Compressive Rematks
No. Recvd Date Cure Cure Age (pounds) (sq in) Streugth, psi Cade(s)
SA 9/16 9/16 7 7 89690 28.34 3160 B
Sperified Sueagth at 28 Days (psi): 3000
Remarks:
B: The 7-day test resalt projacts that the sperified strength will likely be met az the 28-day age accordin8 to
a typicai strength age relationship.
c: Mr. Garth Ristau; Langer Coasuuction Company Braim Intertec Co:porarion
Ms. Craii Andetson; Andesson Group
Mr. Craig Mi1keR, PE; Reigsted aad Assoaates. Ina
W. Jce Vcels: Suilding Tnspectioas, Ciry of Eagan David T. Youngs
Senior Engineering ~it
96113ckonc.8
;
. . .
B R U N SM Braun Intertec Corporafion t'
6950 West 746th Street, Suile 131
Apple Valley, Minnesora 551248520
612-431-4493 fax:4313084
I N T E E C
- Engineers and Scientish Serving
Compressive Test of Concrete Cylinder fhe Built and NaNral Environmenh
Test Method: ASTM C 39, G' a 12",CyHnder
Date: September 18, 1996 Project Nimmber: BODX-96-113C
Pro1ect
Clienc Description:
Mr. CLuck Dorsey Construaioa Testing Services -
Signat sank and special In.cpecaon
100 Signal H'ills Signal Bank Addition-1270 YankeE Doodle Rd.
West St. Paul, MN 55118 Fagan, Minnesota
FIELD DATA: DESIGN DATA:
Set Number: 9 Mix Design: 4
Date Cast: 9/10/96 Snpplier: AVR
Time Cast 8:00 am. Specit'ied Air: 7%
Measured Slump: 6" to 8" after super plasflcizer Specified Srrength: 3500
Measured Air: 7% Truck or Ticket No.: not gven
Conctete Temperanue: not given Cylinders Per Set: 4
Air Temperazure: not given
Cylinder Cast By: Ray Larson of Langer Coost.
Liquid Added az Site: supes plasticizer
Sample I.ocatian: Slab on detk (West side)
Field Notes:
Sample Date Test Field Iab Test Max Load Cyl Area Compressive Remarks
No. Recvd Date Cure Cuue Age (pounds) (sq in) Strength, psi Code(s)
9A 9116 9117 6 1 7 75020 28.34 2650 B
Spetified Strength at 28 Days (psi): 3000
Remarks:
B: TLe 7-day test result projects that the specified strength will likely be met az the 28-day age according to
a typical strength age relatioaship.
c: Mr. Gacth Ristau; Langer Constxuction Company Braun Intertec Corporation
Ms. Gaii Anderson; Anderson Group
Mr. Craig Milkert, PE; Reigsted and Associates, Ina `
Mr. 7ce Voels; Building lnspections, City of Fagaa
David T. o~mgstro
Senior Engineering ' tan
96113ckonc.9
, B RA V N~M Bmun Inferfoc Corpwafien
6950 Wasi 7461h Sheet, Suife 131
I N T E E C APP~ Valley, Minnesoia 5512b8520
612431,4493 Fax:431-3084
E
Com ressive Test of Concrete C linder rtgineen ond Scienfish Serving
P Y Ihe Built and NaNrof Environmenh
Test Method: ASTM C 39, G' a 12" Cyiinder
Date: October 28, 1996 Project Nmnber: BODX-96-113C
Project
C7ient Desaipaon:
W. Chuck Dorsey Construpion Testing Services
Signal Bank and Special lnspecflon
100 Signal Hills Signal Bank Addiflon-1270 Ysnkee Doodle Rd.
West 5G Paui, MN 55118 Eagan, Minnesota
F1ELD DATA: DESIGN DATA:
Set Numbu: 10 Mix Design: 1
Date Cast: 9/24l96 Supplier: AVR
Time Cast: no[ given SpeciSed Air: not specifwd
Measiaefl Slump: not given Specified Strengtb: 3000
Measured Air: not given Tnidc or Ticloet No.: not given
Concrete Temperanue: not given Cylinders Per Set 4
Air Temperature: not given
Cylinder Cast By: Conaacmr
Liqnid Added az Site: none
Sampie Locaaon: Footing: Pylon sign
Field Notes:
Sample Date Test Fieid Iab Test Max Load Cyl Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
10A 9126 10/3 2 5 7 96240 2836 3400 F
lOB 9/26 10/24 2 26 28 130980 2830 4630 L
lOC 9/26 10/24 2 26 28 127340 28.30 4500 L
Specified Streagih az 28 Days (psi): 3000
Reatarks:
F: The specified 28-day strength was met az the 7-day age according co the above test results.
L: The average 28-day test result meets the required desgn strength.
c: Mr. Gacrh Ristau; Ianger Constcuction Company
Ms. Gail Anderson; Anderson Gcoup Braun Intertec Cocporation
Mr. Craig Milkert, PE; Reigsted aad Associates, Iac. ~
Mr. 7ce Vcels; Building Inspecaons, City of Eagan
David T. Youngs
Senior En ' s' tan
96113c1coac.l0
. B RAU N'" Bro"" I„~` ~'p°.~~,
6950 West 146th Snee1, Suite 131
Apple Valley, Minnesota 551248520
I N T E E C
612-431-4493 Fax:4313084Engincen and Scienlish Serving
Compressive Test of Concrete Cylinder the 8uill and Nafural Environmenh
Test Method: ASTM C 39, 6" a 12" Cylinder
Date: October 9, 1996 Project Nimmber: BODX-96-113C
Projecf.
ClieaC. Desciiptioa:
Mr. Chuck Dorsey Consuudion Testing Services
Signal Bank and Speciai Inspection
100 Signal Hills Sigaal Bamk Addiflon-1270 Yankee Doodle Rd.
West St. Paul, MN 55118 Eagan, Mmne,aota
FIELD DATA: DESIGN DATA:
Set Number: 8 Mix Design: 4
Date Cast: 9/9/96 Supplier: AVR
Time Cast: 9:00 a.m. Specified Air: 7%
Measured Slump: 6" to 8" after super plasticizet Specified Stength: 3500
Measured Air: 7% Truck or Ticket No.: not given
Con¢ete Temperamre: not givea Cylinders Per Set: 4
Air Temperature: not givea
Cylinder Cast By: Ray Larson of Langer Const.
Liquid Added at Site; supea pJasticizer
Sample Location: Slab on detk (East side)
Fieid Notes:
Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks
No. Recvd Daze Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
8A 9/16 9/16 7 7 89690 2834 3160 B
8B 9/16 10/7 7 21 28 127500 2834 4500 L
8C 9/16 10/7 7 21 28 130500 28.34 4630 L
Specified Strength az 28 Days (psi): 3000
Remarks:
B: The 7-day test result projects that the specif"ied strength will likely be met az the 28-day age acmrding W
a typical strength age reLVions6ip.
L: 1he average 28-day test result meeu the required desigu strength.
c: Mr. Crarth Ristau; Langer Construction Company BYaun Intertec Corporaaon
Ms. Creil Anderson: Anderson Group
Mr. Craig Milkert. PE; Reigsted and Associates, Inc. ~
Mr. 7ce Vcels; Building lnspections, City of Eagan David T. Youngsrro
Senior Engineesing t
96113ckwc.8
B R U N SM Broun Intertec <orpewKon
6950 West 146th Street, Suite 731
I N T E E C ~+PP~ Valley, Minnesota 5572b8520
612d31,403 Fax:4313064
Engineers and Scienfisb Serving
Compressive Test of Concrete Cylinder the Builf and NaNral Environmsnn
Test Methad: ASTM C 39, 6" a 12" Cylinder
Date: October 9, 1996 Project Nimmber: BODX-96-113C
Project
Clienc Desciipaon:
Mr. Chuck Dorsey Coostruction Testing Services
Signal Baok and Sperial Inspection
100 Signal FTills Signal Bank Addiaon-1270 Yankee Doodle Rd.
West St Paul, MN 55118 Eagan, Minnesota
FIELD DATA: DESIGN BATA:
Set Number: 9 Miz Design: 4
Date Cast 9l10/96 Supplier: AVR
Time Cast: 8:00 a.m. Specified .tir: 7°k
Measm-ed Slmnp: 6" to 8" after super plasdcizer Specified Strength: 3500
Measured Air: 7% Truck or Ticket No.: not given
Concaece 'fempetazure: not given Cylindecs Fec Set: 4
Air Temperazute: not given
Cylinder Cast By: Ray Larson of Langer Const.
Liquid Added at Site: super plasflcizer
Sample Location: Slab on deck (West side)
Eield Notes:
Sample Date Tesc Fietd Lab Test Max Load Cyl Area Compressive Remazlcs
No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
9A 9116 9117 6 1 7 75020 28.34 2650 B
9B 9116 10/8 6 22 28 106870 28.34 3770 L
9C 9/16 10/8 6 22 28 109720 2834 3870 L
Specified Strength at 28 Days (psi): 3000
Remarks:
B: The 7-day test result projeas that the specified strength will likely be met az the 28-day age according to
a rypical strength age relationship.
L: T'he average 28-day Cest result meets the requized design strength.
c: Mr. Garrh Ristau; Langer Construaion Company Sraun Inter[ec Corporation
Ms. Gail Anderson; Aaderson Group
Mr. Craig Milkert. PE; Reigsted and Associates, Inc.
Mr. 7ce Vcels; Building Inspecdons, Ciry of F-agan
David T. Yoimgsca
Senior Engineering s s
961136conc.9
~ B RAU N,M Broun In~r,.e ~.~on
6950 West 146th Streef, $uiM 131
Apple Valley, Minnesota 551248520
612d31-4493 Fox:431.3084
I N T E E C
COIDPI'ESS?VC TESt Of COI1CI8tC Cj'HDd0r Engineen ond Scienfish Serving
Test Method: ASTM C 39, Z 12° Cylinder the Built and Nafurol Environmenfs
Date: October 8, 1996 Projeix Number: BODX-96-113C
Projea
Clien[: Desczipaon:
Mr. Chuck Dorsey Consuuction Tesimg Services
Signal Bank and Special Inspeetion
100 Signal Fiills Signal Bank Addition-1270 Yankee Doodle Rd.
West St Paul, MN 55118 Eagaa, Nfmnesota
FiELD DATA: DESIGN DATA:
Set Number: 10 Mix Design: 1
Date Cast: 9124/96 Supplier: AVR
Time Cast: not given Specified Air: not specified
Measurefl Slump: not given Specified Strength: 3000
Measured Air: not given Truck or Ticket No.: not given
Concreu Temperature: not given Cylinders Per Set: 4
Air Temperature: not given
Cylinder Cast By: Contractor
Liquid Added az Site: noue
Sample Location: Footing: Pylon sign
Field Notes:
Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remazks
No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
10A 9/26 10/3 2 5 7 96240 2836 5400 F
Speafied Streagth az 28 Days (psi): 3000
Remarks:
F: The specified 28-day strength was met at the 7-day age according to the ahove test results.
c: W. Crarth Ristau; Langer Construction Company
Ms. Gail Andersoa; Anderson Group Braun Intertec Corporation
W. Craig bfilkert, PE; Reigsted and Associates, Inc.
Mr. 7ce Voels; Building Inspecdons, City of Eagan
David T. Youngsuv
Senior Enginemiag [
96113c1conc.10
f . B RAlJ N'" Broun l~.,~ Ca,~ro~on
~ 6801 Washington Avenue Saufh
R~~~~~~~ ~C~ ~ ~ 4~~~ P.0.8oP39108
I N T E RT E C ~ 1 Minneo olis, Minnesota 55439A108
612-941-5600 Fax:941-4151
Engineers and Scientistr Serving
lhe Buill and Naturol Environmenls'
September 25, 1996 Project BODX-96-113C
Mr. Chuck Dorsey
Signal Bank
100 Signal Hills
West St. Paul, MN 55118
Deaz Mr. Dorsey:
Re: 5tructural Steel Nondestructive Examination Services, Signal Bank Eagan, Eagan,
Minnesota
Nondestructive examination services were performed on this project as authorized. These
services were conducted from July 24 through September 5, 1996, on an on-call basis.
The observations were performed by Len Vos, a level II technician quali6ed as an International
Conference of Building Officials (ICBO) certified special inspector for structural steel and
welding.
Scope of Services
During this time period, the following observations were performed.
• Visual examinations of field welds
• Bolting observations
• Deck weld observations
Results
A summazy of the results for our services is described below. Copies of our Daity Observation
Reports were left at the project after completion of each site visit. All observations performed
were found acceptable as indicated below. For specific information, please refer to the attached
Daily Observation Reports.
Visual Weld Examinations. Visual weld examinations were conducted in accordance with
American Welding Society (AWS) D1.1-1994, Sections 3.6 and 8.15 requirements. These
observations were performed at the following locations.
Signal Bank
- Project BODX-96-113C
September 25, 1996
Page 2
Location Level Description Remarks
A-K, 1-4 Upper New column base plate to existing Acceptable
beam fillet weld, detail 19/S2
A-K, 1-4 Upper Perimeter stub tube steel post to Acceptable
existing beam fillet welds, details
8 and 9/S2
A-K, 1-4 Upper Perimeter tube steel post to new Acceptable
tube steel beam fillet welds, detaii
8 and 9/S2
D-G, 2-3 Upper Beam clip to existing beam fillet Acceptable
lweld, 11 and 12/S2
G-7, 4-5 Entrance Bar joist fillet welds Acceptable
cano
A-K, 1-4 Roof Bar joist fillet welds Acceptable
3, A-D Upper Beam clip to existing beam web Acceptable
fillet weld, 11, 141S3
A-K, 1-4 Roof Perimeter angle to beam fillet Acceptable
welds
D-J, 2-3 Roof Louvered screen wall post framing Acceptable
fillet welds, 1 and 2/S3
A-K, 1-4 Roof Light gage steel stud to perimeter Acceptable
angle fillet welds, 16 and 17/S2
A-K, 1-4 Roof Baz joist to perimeter light gage Acceptable
steel kicker fillet welds, 16 and
17/S2
A-K, 1-4 perimeter Upper Kicker and horizontal angle iron Acceptabte
6race fillet weld per 8/S2 and
S.SK9
A-C, 3-4 Upper Channel to 6eam bottom flange Acceptable
fillet weld per 1 1/S3
Signal Bank
- ' Project BODX-96-113C
September 25, 1996
Page 3
Bolting Observations. Bolting observations were conducted to determine the bolt torque of the
hexhead bolts to be fastened in accordance with AISC specification for A325 high strength
bolts. Listed below aze the locations in which bolting o6servations were performed.
Location Level Descrip[ion Remarks
A-K, 1-4 Roof A325 high suength bolted Acceptable
connections
Line 4, A-D Upper A325 high strength boited Acceptable
connections
G-J, 4-5 Canopy A325 high strength bolted Acceptable
roof connections
Deck Weld Observatians. Deck weld observations were conducted in accordance with AWS
D1.3-1989, Section 4.5 requirements. Listed below are the results of these observations.
Location Level Description Remarks
D-G, 2-3 Upper Form deck welds and side lap Acceptable
A-D, 3-4 fasteners
G-J, 4-5 Canopy Deck welds Acceptable
roof
A-K, 1-4 Roof Deck welds and side lap fasteners Acceptable
It is our opinion that at the time of our last observation there were no outstanding discrepancies
remaining on this project at the areas listed.
General
Services performed by the Braun Intertec technician for this project have been conducted in a
manner consistent with that level of care and skill ordinarily exercised by members of the
profession currently practicing in this azea under similaz budget and time restraints. No
warranty, expressed or implied, is made.
This test report contains only findings and results arrived at after employing the specific test
procedures and standards listed herein. It is not intended to constitute a recommendation,
endorsement, or certification of the product or material tests.
5ignal Bank
- Project BODX-96-113C
September 25, 1996
Page 4
It has been a pleasure to be of service to you on this project. If you have questions regazding
this report, or if we can be of further assistance, please call Len Vos at (612) 942-4968 or
Marv Denne at (612) 942-4823.
Sincerely,
Len Vos
NDE Leve echnician
aM'Yiv~ ~
Marv C. Denne
Manager-NDE Services
Attachments:
Daily Observation Sheets
c: Mr. Garth Ristau
Langer Construction
M[. Gail Anderson
Anderson Group
Mr. Craig Milkert
City of Eagan
Mr. Greg Bialon
Braun Intertec (Apple Valley)
Iv\mcd:mjalbodxVpt\96113c
B it A V N s~ Special Inspector Daily Report Page r of ~
INTERTEC C,tYaF <~pa~
Raport Numbec: S~*'Nc-Fc,rat ,Saee/' -Ar-/ Date nf This Report: 7- a y-9G
oD,r- q~. /i 3 c
Project IYame: g„ ,c G,., Project No.: 13
Project Address: -I a 7 0 1VA kee /7~ .I/~e e 4j -
Client: Client Project No.:
Weather: ~ /,,,,.Wti Temperature: 70 °F
Type of [nspection: Inspection Coverage:
? Continuous ? Masonry ? Rebar Placement ? Foundations
~ Periodic Welding ? Concrete Placement ? Fireproofing
? Boltin ? Tendon Placement ? Other
Did the architect or en ineer authorize chan es to cit a roved lans? Yes ?(Listed Below) No ?
Description and location of work completed: U#g=L~
bo1A- P(°'K
m u~ c o r V+~ z~c fi..~ 6 ~%~e1~ aA~`~/s
.
~'Tl-t c~~,~i ~ c~. ~..Ic wZ.~c~ a~/ r~ra u l3cSe ~_-f? f,~.~,oa~~~ rL
X0'-2
rLSf. ~~~1 WO IlN* Agce Dyp--k2 cr ?~aC Maa<k -40 4e- /n~~wG.~ G(I RI~CH4~ ~ Cof hau ~(ale ~ oi-a~L-4 w~/ a~~a h Ilec~' c c/}d-/c 2dr~~3--QC~4S~,
aK [ /~LG Z ~'c~2S ? I~~i~~2s ~ /2 r~/. ~r~GdG,'/ S'~arJS ! at/ a~o~.....c~ .
List [ests performed: M sfwj~ +4L¢ 5(.ee.( p s+ he°"^ °"'Z-
Ufe1-4~ %y " .C//.ef 2 Y ~z r .c /,e 5:.6 , , <..,el:rl a • Are there any discrepancies noted from this day's observations? Yes ~ Ido ?
• Are there any outstanding discrepancies on this project? Yes 91 No ?
• If yes; see attached Summazy Sheet.
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and
appl+cable workmpnship provisions of the UBC, except as noted above.
C er_. Z Date:
Signed:
Print Full Name: 05 I.D. Number:
(white copy to Braun Intertec,file. Blue copy to Genera! Contractar.)
IrmVapecinsp.9 I/25195
BRAU N " Continuation of
I NTE RTEC Special Inspector Daily Report Page of
c;cy oe
Report Number: l Date of This Repprt: 7' ~ y S z
Project Name: &~/c Project No.: 6`//3C
(Note: 7Siis is a continuation of a reparr. The first page of this report has information which should not be
,separated from this continuation.)
i,"s 4' J-t I(2W- -GCc
3-LF -~4' 4c~rn,4 Sjc ~it/n r'.(a. la,o ~a a.. Q 4•D.7-
(Cuo 4 -,e,
l~ bov d- C L2-4-' e6.P~ -nc'c~.r"/~•~
ALa t..Q~ ~ S'~n.o{i..1~1 L.. f'..~¢f f2 f`i Zc? r 02 . -
d¢~ l.t+d~ !ov Fz s lo Iu. - rk,L/e It~i,t~I,o9.- (2~ f4 -A 3-Y ~
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and
applicable workmanship provisions of the UBC, except as noted above.
3igned: --7- - 17L~~- Date: 7 --~P (F-9C
Print Full Name: LR^- C4S I.D. Number:
(White copy to Braun Inrertec fle. B(ue copy ro General Cnntractor.)
fnn\specinap.422 4124/96
-B R A V Nm Special Inspector Daily Report Page of
INTERTEC Cityof ~9qn
Report Number: ,ff/~~~c~ S'Ae¢ll Date of This Report:
Project Name: „a/ ¢~Q G. Project No.:
ProjectAddress: /,970
Client: J:•s~rc/ ,5~,,/c Client Project No.:
Weather: C/u,f4 Temperature: 7d F
Type of Inspection: Inspection Coverage:
? Continuous ? Masonry ? Rebar Placement ? Foundations
ID Periodic 10 Weiding ? Concrete Placement ? Fireproofing
? Boltin ? Tendon Placement ? Other
Did the architect or en ineer authorize chanes to cit a roved lans? Yes ?(I.isted Below) No ?
/
Description and location of work completed: _LL~2-r A- ~if
3
a-_v~f~ C~P.~~ LJPId~' a,..c~ r•~ /ao dtter~ef ~ accc~/~.~m ~olz .
~~o.zf Ra Ccrso a..~_~.~,-~ r~ -is c~a~~y hafes o 7-~6-56
Ce~~< bc~.2 rj¢ -6 2.r•t~'nq /.i` .117&V 4-'P1f c c~ .5776,~ sA4.(
C t~., -Fu n~.:.u f~5z J-;.e¢Q dr SS rq...ef t` /
(~v.. ~ ~ Z ~•-t c~czl~(.t ~-+`Cl-~e~ af -fwo s 'c,Ge.J <onuerrch~., c,-r?4,
~7~s 4.( o~ ra q/M • l~r~ RQ '4 r~+d
.
6im tmm-perfmm,ed.: c~ ~ou ra o clec, E c A lJs- ~«•fl.~~ ~/-S, G_-s-
• Are there any discrepancies noted from this day's observations? Yes 9 No ?
• Are lhere any outstanding discrepancies on this project? Yes ? No ?
• If yes, see attached Summazy Sheet.
To the best of our knowledge, work inspected was done in accordance with the approved pians, specifications and
applicable workmanship provisions of the UBC, except as noted above.
Signed: Date:
Print Full Name: La-+ ~ s I.D. Number: ~ Q S6 ~
(White copy to Braun Intertec fi[e. Blue copy to Genera! Contractor.)
frm\specinap.d I12$195 '
BRAUN' Continuation of
i NTE RTEC Special Inspector Daily Report Page of 4~
City of aqa &.7
RepoR Number: Date of This Report:
ProjectName: ProjectNo.: 6o1)X-96 -l/3 C
(Note: This is a continuarion of a repon. The first page of this report has infonnation which should not be
separ¢ted from rhis continuation.)
Xc-OL lg' ~ c!
i ~
(~7_~~ic~c w2/dr ati. ~ r '~e ~4A ~.r ~e„ e !'s c+ccaDF~,S ~ w.'f~ e rce.ofn•.
4:,Q t•~t 3~/ nteec~s rec..~P./c%Ks dua ~ t~ec~ . c.,f a...,ay +4 .•Kr~clr
'16 .62 -f~1(ef WP~l_ 62fG¢~db~Q
fc 3-4 !
-3
e uJF.~-2 ~
o,yr- ~(q,~ `~s ~~53 Cer-6,4/Ic~ wel~a~ c%~:~ S~ews 4~12/al
r ~
a l-/ ai-a d Aasf ~ 4n4/~z :ra o <L a.~ pn~ /A :ro~. ciasl
.
~~-a c jq re$,i .r c adc~' tiC,v bl WQ~'~ 9 -
,4 •3 LS' ~,l~e~ c .,o cf:~~cr c ~ L AD~~ ~oa ~ ~ ~ c~ •~2y
~i4LA2 ~e%FS ~.J,4'c4 a.-2 t1e4- 4!3(,-f2.nc~
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and
applicable workmanship provisions of the UBC, except as noted ahove.
Signed: 1`?-- v~ _ Date: CF--
Print Full Name: Ge~+ ~/ds I.D. Number: _ 70 16~
(White copy to Braun /nterrec file. Blue copp to General Cnntracmr.)
fnnlspecinsp.422 4l24196
BRAU N'm Special Inspector Daily Report Page ~L of /
INTERTEC CiryoF
Report Number. 'S vDate of This Report:
Project Name: 6,V-1 Project No.: , - ~
Project Address: ' -
Clienr. s AWAY Client Project No.:
Weather: Temperature:
Type of Inspection: Inspection Coverage:
? Continuous ? Masonry ? Rebaz Placement ? Foundations
~ Periodic ~ r'O Welding ? Concrete Placement ? Fireproofing
Boltin ? Tendon Placement ? Other
Did the architect or en ineer authorize chan es to cit a roved lans? Yes ?(I.isted Below No
Description and location of work completed:
1//,SL1Q /I ! /i C h STGI A)FL4SC~ '~PJ-/11PZ!' d /
Ari-k .SJ - -Lra~ I` - \ d{7/ J- ff'TCta
/
T~ ( r~~~ pT L(.L~'Gt~S f.~^PQiit b~P f7d t[, l'C'P!' l~1(~~ ~oLS~~V 7`z7 ~~'PN hF/' '~j~ ~%L ir7C
Ci'e t i~ inrnilN.rs /D lexaalo~ll~aaC•4~~eG` X/'!/VA/~ .''f-/C.P
d "
+ zl i 2S/ ~c'~ 41) ovr P
42 /-GCF+ /.1-t r/l n`~ •c~~kc/i4~ 1~~~.2C~lac. u~?Y~I
List tests uerformed: laIlL
• Are there any discrepancies noted from this day's observations? Yes ? No ?
• Are thqre any outstanding discrepancies on this project? Yes ? No ?
• If yes, see attached Summazy Sheet.
To the best of ou o e, work inspected was done in accordance with the approved pians, specifications and
applicabie work hip p visions of the UBC, except as noted above.
Signed: `i ,C Date:
Print Full Name: I.D. Number:
(white copy ta Braun lntenec file. Blue copy to General Contractor.)
Irm\specinsp.4 1/25195 '
B RAU N" gpecial Inspector Daily Report Page of ~
I NTE RTEC City of n,
Report Number: S 5' 44i Y, Date of This Report:
Project Name: Project No.: " B a DX-9
Project Address:
Client: S••9Ka/ ~6~/c Client Project No.:
Weather: Temperature:
Type of Inspection: Inspection Coverage:
? Continuous ? Masonry ? Rebaz Placement ? Foundations
19 Periodic Welding ? Concrete Placement ? FireQroofing
EL Bol[in ? Tendon Placement ? Other
Did the architect or en ineer authorize chan es to cit a roved lans? Yes ?(Listed Belvw) No ?
Description and location of work compieted: ~ -e/ A-~~ y
m//ex~ACrf a.,,c! T~.s~ r 1~ I,4-)2~ ~/~G~ co ~~c~•a..r f~-/c./-S~
~ -T C+ - f' - 4' ccG,4~o6
°ti~T~.
G o 1~1 ,
a ~ f ' ~ tiew Ll~ -
(7y) Pll `~A~? Q Cle 40 6 a~cs.. O ~.`nR. ~f 3-q-~ n r c q;tgg tC3 ~A
~Jet VEtd~ rrr+PD.4. L.~D +-r r....:.~C -di~~m~WP~LOS ~h-~ o~'J
gvX.. Nlr...1 GOMIO6f/4-F- Q ~ ~wAC~ ~CCF-+/T~
oa E S~PB~ .~O
('/Q f/[d,~ kza Cai7n2G",f'D~^S n~ ~b r/7 S~- Rr~4 QCL~r~2 0~ fv~
r4. ~ wle 6 f{Z - s•`CLe
o~~a~ 4 r e c.~ r~~~ r~'o a/ wEl~~w aa.r- c~e~• / a' /N,l t A rJ4 c
jr ~ • o c/io-~,./ ' /x.. ~c a ~ a-,~ 3-ai
• Are there any discrepancies noted from this day's observations? Yes 10 No ?%fe""
• Are there any outstanding discrepancies on this project? Yes m No ?
• If yes, see attached Summary Sheet.
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and
applicable workmanship provisions of the UBC, except as noted above.
Signed: Date:
PrintFull Name: Zeoi vo,r J.D. Number. -70 7^4 rF
(Whire copy to Braun Intenec file. B(ue copy to General Conrracror.)
I'rm\specinap.4 I/25195
oBRA V N 3M Special Inspector Daily Report Page { of ~
INTERTEC C,tyof C -q
Aeport Number. Sfee/ zo, S Date of This Report:
Project Name: Project No.: 3 DD X-`) 6- i/ 3 C
Project Address: / a 7 o y > r bo o" if
Client: Client Project No.:
Weather: Temperature: "7 ~-r' F'
Type of Inspection: Inspection Coverage:
? Continuous ? Masonry ? Rebaz Placement ? Foundations
BE Periodic EV Welding ? Concrete Elacement ? Fireproofing
? Boltin ? Tendon Placement ? Other
Did [he architect or en ineer authorize chan es to cit a roved lans? Yes ?(Listed Below) No ?
Description and location of work completed: LA#,t,- /Z7~ dv~...~•a o
T
7 - 3 - ~o .
4-C,
T
aa
6ar ~o S~ ~ ~ Sl.~ ~aSSZ C-F~P ~L IIP~ u~2~~ coKnec~+oHJ
List tests performed: fj-~ .14
b
• Are there any discrepancies noted from this day's observations? Yes ? No :0
• Are theze any outstanding discrepancies on this project? Yes ? No S
• If yes, see attached Summazy Sheet.
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and
applicable workmanshi rovisions of the UBC, except as noted above.
Signed: JL Date: 9- S- 96
Print Full Name: ze., ~/o S I.D. Number; ~a ~16k
(White copy to Braun Intenec,file. Blue copy to General Cnntracror.)
Irm\xpecinsp.4 Il25/95 '
- • B R U N SM Bravn Mtertec Corpomfion
5950 West 146th Sheet, Suite 131 .
I N T E RT E C Apple Valley, Minnesota 551248520
672d31d493 Fax:4313084
Errgineers and Scienfish Servirg
the 8uilr and Nalurol Environmenh
December 3, 1996 Project BODX-96-113C
Mr. Chuck Dorsey
Signal Bank
100 Signal Hills
West St. Paul, MN 55118
Deaz Mr. Dorsey:
Re: Summary Report far Speaal Inspecdons and Consuuction Testing Services, Sigaal
Bank Addition, 1270 Yankee Doodle Road, Eagan, Minnesota
As requested by W. Russ Zellmez of Langez Construction Compaay, we have prepazed tkris
report to provide a summary of the special inspections and consliuction testing services
performed at the above referenced project. The special insQecrions included observing the
placement of the concrete reinforcemeat and weld and boltiag observations af the structurai
steel. The construction testing services consisted of compression testing af concrete cylinders.
Reinforcing Observations
The concrete reinforcement observations were conducted by a senior engineering assistant
qualified as an International Conference of Building Officials (ICBO) certified speciai
inspector for concrete reinforcemeat. Prior ro concrete placemeat, ohservations of the
transverse footing reinforcemeat were performed. Based on our observations, the reinforcing
was placed in general accordance wirh the available structural plaas and sQecifications. Daily
observarion reports were left on-site with Mr. Ray Lazson of Langer Construction Company.
Structural Steel Observations
The stcuctural steel observations were performed by a level II techniaan qualified as an
International Conference of Suilding Officials (ICBO) ceztified special inspector for structural
steel and welding. The observations consisted of visual weld examinauons and bolting
observations. At the time of our last observation there were no outstanding discrepaacies
remaining on this projecs. A more detailed summary of our structural steel observations was
submitted in our "StrucNral Steel Non-destructive Examination Services" report dateti
September 25, 1996.
5ignal Bank
Project BODX-96-113C
December 3, 1996
Page 2
Concrete Testing
Concrete testing was performed on footing and floor slab concrete. Tea sets (four cylinders
per set) of compression test cylinders were cast by Langer Construction Company. The
compression test results all met or exceeded the 28-day strength requirement. The
compression test results were previously submitted and aze attached m this report.
Summary
Based on the resulu of our reinforcing observations, the trausverse footing reinforcing was
placed in general accordance with the available structural plans and specificaUions.
Based an the results of our structural steeI observations, no outstandiug discrepancies were
noted of the welds and bolts observed. -
Based on the results of our concrete tests, it appears the footing and floor slab concrete has
met ihe 28-day strength requirement.
General Remarks
Services performed by the materials engineErs for this project have beEn conducted with t6at
levei of care and skill ordinarily exercised by members of the profession currendy practicing
in this azea. No wazranty, expressed or implied, is made.
, Signal Bank
Project BODX-96-113C
December 3, 1996
Page 3
It has been a pleasure providing these services for you. 1f you have any questions regazding
this report, please contact Dave Youngstrom at (612) 431-4493 or John Cazlson at
(612) 942-1783.
5incerely,
David T. Youngstr
Senior Engineeri sis t
Professional Certification:
I hereby certify that this report was prepazed under my
direct supervision and that I azn a duly Registered
Professional Engineer under the laws of the State of
Minnesota.
7ahn T. Cazlson, PE
Senior Engineer
Registration Number: 20663
Attachments:
Compressive Test of Concrete Cylinders, Set Numbers 1 through 10
c: Mr. Garth Ristau; Langer Construction Company
Ms. Gail Anderson; Anderson Group
Mr. Craig Milkert, PE; Reigsted and Associates> Inc.
Mr. Joe Voels; Building Inspecuon Dept., City of Eagan
dry\jtc: c1b\96113 c\rpt
i
sRauN=M
I NTE RTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" a 12" Cylinder
Date: hme 18, 1996 Project Number: BODX-96-113C
Project
Clieat: Desaiption:
Mr. Chuck Docsey Construction Tesdng Services
Signal Bank and Special Inspection
lpp Signai H'ills Signal Sank Addiaon-1270 Yankee Doodle Rd.
West St. Paul, MN 55118 FaBan. lrfinnesota
FIELD DATA: DESIGN DATA:
Set Numbec: 2 Mix Design: 1
Date Cast: 5/20/96 Suppliet: AVR
Time Cast: not given Specified Air: not specified
Measurefl Slunp: not given Specified Streagth: 3000
Measured Air: not given Truck or Ticket No.: not given
Conaete Tempeaature: not given Cyiinders Pa Set: 4
Air Temperature: not giveo
Cylinder Cast By: Convactor
Liquid Added az Site: noae
Sample I.ocation: Piers: new canopy, east enuance
Field Notes:
Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarlcs
No. Recvd Daze Cure Cure Age (poimds) (sq in) StrenBth. Psi Code(S)
2A 5/22 5127 2 5 7 65080 28.26 2300 B
2B 5/22 6/17 2 26 28 87200 28.27 3080 L
2C 5122 6117 2 26 28 85020 28.27 3010 L
Specified Strength az 28 Days (psi): 3000
Remarks:
B: The 7-day [est result projects that the specified strength will likely be met at the 28-day age according to
a typical strength age relazionship.
L: The average 28-day tesc result mePts the required design strength.
r. Mr. Garth Ristau: Ianger Construction Company Braun Inter[ec Corporaaon
Ms. Gail Anderson: Anderson Group
Mr. Craig Milkert, PE; Reigsted and Associates, Inc.
Mr. Ice Voels: Building Inspections, Ciry of Eagan David T. Youngs
Seaior Engineerin sis
96113ckonc.2
v
~ eRauNsM
INTERTEC
Compreasive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" z 12" Cylinder
Date: Juiy I, 1996 Projec[ Number: BODX-96-113C
Project
Client: Descripdon:
Mr. Chuck Dorsey Consmtction Testing Services
Signal Bank aLid Special Inspection
100 Signai Hi]]s Signal Bank Addiflon-1270 Yankee Doodle Rd.
West St. Paul, MN 55118 Eagan, Minnesota
F1ELD DATA: DESIGN DATA:
Set Number: 3 Mix Design: 3
Date Cast: 6/3/96 Supplier: AVR
Time Casr. 8:00 am. Specified Air: 6.0%
Measured Slump: not given Specified Strength: 3500
Measured Air: not givea Truck or Ticket No.: not given
Conaete Temperature: not giveu Cylinders Pa Set: 4
Air Tempera[ure: 56° F
Cylinder Cast By: Dave with Axle Oman
Liquid Added az Site: not given
Sample I.acatioa Sidewalk: new eatrance
Field Notes:
Sample Daze Test Field Iab Test Max Load Cyi Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (Sq in) Suength, psi Code(s)
3A 6/4 6/10 1 6 7 110060 28.28 3890 F
3B 614 7/1 1 27 28 141000 28.26 4990 L
3C 6/4 7/1 1 27 28 153810 28.26 5440 L
Specified Strength at 28 Days (psi): 3500
Remarks:
F: The specified 28-day strength was mec az the 7-day age aocording to the above test results.
L: The average 28-day test result meers the required design streagth.
c: W. Crarth Ristau; Ianger Construction Company
Ms. Gail Anderson; Anderson Group Braun Intertec Corpora[ion
Mr. Craig Milkert, PE: Reigsted and Associates, Iac.
Mr. 7oe Vcels; Building Inspec[ions. Ciry of Eagan ~David T. Youngstr
Senior Engineerin t
96113ckro¢c.3
v
~ s Rau N,M
INTERTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" a 12" Cylinder
Date: 7uly S, 1996 Projea Number: BODX-96-113C
Project
Client: Desaiption:
W. Chuck Dorsey Construction Testing Services '
Signal Bank and Special Inspection
100 Signal Hills Signal Bank Addition-1270 Yankee Doodie Rd.
West St Paul, MN 55118 Eagan, Minnesora
FIELD DATA: DESIGN DATA:
Set Number: 4 Miz Desiga: 3/8 pump mix
Date Cast: 6/7/96 Supplier: AVR
Time Cast: 8:30 am. Specified Air: not specified
Measured Slump: Syz" Specified Stteagth: 3500
Measurefl Air: not given Tiuck or Ticket No.: 111
Conaese Temperazure: not given Cylinders Per Set: 4
Air Temperaaae: not givea
Cylinder Cast By: Ray Lazson with Langer
Liquid Added at Site: not given
Sample Locaflon: Slab-in-Fill: plunbing trenches
Field Notes:
Sample Date Test Field I.ab Test Max Load Cyl Area Compressive Remazks
No. Recvd Date Ciue Cure Age (pounds) (sq in) Sirength, psi Code(s)
4A 6/12 6/14 S 2 7 91810 28.35 3240 B
4B 6/12 7/5 5 23 28 144640 2826 5120 L
4C 6/12 7/5 5 23 28 138930 28.26 4920 L
SQecified Slrength az 28 Days (psi): 3500
Remarks:
B: The 7-day test result projects that the specified snength will likely be met at the 28-day age according to
a typical strength age relarionship.
L: The average 28-day test result meets the required design strength.
c: Mr. Garth Ristau; Langer Construction Company Bra°II Iatertec Co:poration
Ms. Gail Anderson; Andersoa Group
W. Craig Milkert, PE; Reigsted and Associates, Inc. ~
Mr. Jce Voels; Buiiding Inspections, City of Eagan
avid T. oungs u
Senior Engineain s'
. 96113c1conc.4
c/
- sRwuN
INTERTEC
Compressive Test aP Concrete Cylinder
Test Method: ASTM C 39, 6" a 12" Cylinder
Date: July 17,1996 Project Nrrmber: BODX-96-113C
Project
Client Descripaon:
Mr. Chuck Dorsey Coosuuction Tesring Secvioes
Signal Bank and Special Inspecaon
100 Signal Hills Signal Bank Addiaon-1270 YankeE Doodle Rd.
Wcst St. Paui, MN 55118 Eagan, Minnesota
FIELD DATA: DESIGN DATA:
Set Number: 5 Mix Dcsiga: 3
Date Casr. 6/19/96 Supplia: AVR
Time Cast: 11:00 am. Speafied Air: not speci8ed
Measured Slump: 4" Specified Strength: 3500
Measured Air: not givea Tnuk or Ticket No.: not given
Concrete Temperazure: not givea Cylinders Per Se[: 4
Air Temperawre: not given
Cylinder Cast By: Dave with Axel Oman
Liquid Added at Site: not given
Sample Lacation: Footings: conferance room
Field Notes:
Smmple Date Test Field Lab Test Max Load Cyi Area Compressive Re¢iazks
No. Re.vd Date Cure Cure Age (pounds) (sq in) Slrength, psi Code(s)
SA 6/24 6126 5 2 7 90190 2831 3190 B
SB 6/24 7117 5 23 28 122040 28.26 4320 L
SC 6124 7l17 5 23 28 123570 28.26 4370 L
SD 6/24 HOLD
Specified Strength az 28 Days (psi): 3500
Remarks:
S: TLe 7-day test result prajects tbat the specified strength will lilcely be me[ at the 28-day age accordimg w
a typical strength age refationstrip.
L: The average 28-day test result meets t6e required design strength.
c: Mr. Garth Ristau; Langer Construction Company Braun Inr/ter[ec CmWradon
Ms. Gaii Anderson: Anderson Group
Mr. Craig Miikert, PE; Reigsted and Associates. Inc. b~
Mr. Joe Voels; Buildmg Iaspecaoas, Ctry of Eagan
vid T. Youagstrom
giar Engineering Assistant
96113c1tone.5
. ?
- sRauW I NTE RTEC
Compressive Test af Concrete Cylinder
Test Method: ASTM C 39, 6" a 12" Cylinder
Date: Inly 25, 1996 Project Number: BODX-96-113C
Project
Clieac Descxipdon:
Mr. Chuck Dorsey Constraction Testing Services
Signal Bank and Special Inspecdon
lpp $ignal mlls Signal Bank Addition-1270 Yankee Doodle Rd.
West SG Paul, MN 55118 Eagaa, Minnesota
FIELD DATA: DESIGN DATA:
Set Number: 6 Mix Design: 3
Date Cast: 6127/96 Supplier: Madel
Time Cast not giveo Specified Air: not specified
Measured 51ump: not given Specified Streagth: 3000
Measured Air: not given Truck or Ticket No.: not given
Coneete TemperaNre: not given Cylinders Pa SeC 4
Air Temperature: not given
Cylinder Cast By: Contractor "
Liquid Adde3 at Site: not givea
Sampie I.ocatiou: Piers: Coofaence Raom
Field Notes:
Sample Date Test Field Iah Test Max Load Cyl Area Compressive Remarks
No. Recvd Date Cure Cure Age (powds) (s9 in) Suength. Psi Code(s)
6A 7l3 7I4 6 1 7 75644 28.27 2680 S
6B 7l3 7125 6 22 28 132270 2833 4670 L
6C 713 7/25 6 22 28 130590 28.33 4610 L
6D HOLD
Specifie3 Strength at 28 Days (psi): 3000
Remarks:
B: The 7-day test result projects that the speci6ed sa'eagth will likely be met az the 28-day age accarding to
a typical sttength age relationship.
L: The average 28-day test result meets the required design sttength.
c: Mr. Crarth Ristau; Langer Construction Company BrmII Intertec Corporation
Ms. Geil Anderson: Anderson Group ~
Mr. Craig Milkert, PE; Reigsted and Associates, Inc.
Mr. Joe Vceis; Building Inspections, City of Eagan David T. Youngstro
Senior Engineeriag si tant
961136kronc.6
?
BRAUN'" + •
INTERTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" a 12" Cylinder
Date: August 1, 1996 Project Number: BODX-96-113C
Project
Ciient Desaipaon:
W. Chuck Dorsey Construcuion Testing Services
Sigaal Sank and Special Inspection
100 Signal Hills Signal Bank Addirion-1270 Yankee Doodle Rd.
Wes[ St. Paul, MN 55118 EaSan, M9nnesota
FIELD DATA: DESIGN DATA:
Set Numher: 7 Ivf'ix Design: slab mix
Date Cast: 7/3/96 Supplier: Model
Time Cast not given Speafied Air: nat specified
Measured Slutnp: not givw SpeciSed Strength: 3500
Measured Air: ao[ given Tr¢cJc or Ticket No.: not givw
Concrete Tempaature: not given Cylinders Per Set: 4
Air Temperazure: not given
Cylinder Cast By: Conuactor
Liquid Added at Site: not given
Sample Locazion: S1ab-on-Grade: Conference Room
Field Notes:
$ample Daze Test Field Lab Test Max Load Cyi Area Compre.csive Remarks
No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s)
7A 7/10 7/11 7 1 S 84100 28.28 2980 B
7B 7110 7131 7 21 28 111230 28.28 3930 L
7C 7/10 7l31 7 21 28 102280 28.28 3620 L
7n 7no xoi.n
Specified Suength az 28 Days (psi): 3000
Retnazics:
B: The 8-day test result projects that the specified strength will likely be met at me 28-day age accordin8 to
a rypical strength age relationship.
L: The average 28-day test result meeu the required design strength.
c: Mr. Cruth Ristau; Ianger Consavction Company BrmII I°tertec Corporation
Ms. Crtil Anderson; Anderson Group ~
Mr. Craig Milkert, PE: Reigsced and Associates. Inc. ' ~r Mr. Jce Voe1s; Buiiding Inspections, City of Eagaa David T. Youngstr
. Senior Engineerin
96113c1couc.7
/
s Rau NsM
INTERTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" a 12" Cylinder
Date: October 9, 1996 Projea Namber: SODX-96-113C
Project
ClienG Desaipflon:
W. CLudc Dorsey Consuucuon TesHng Services
Sigaal Bank and Special InspecGOn
100 Signal Hills Sigoal Bank Addiaon-1270 Yankce Doodle Rd.
West SL Paui, MN 55118 Eagan, Minnesota
FIELD DATA: DESIGN DATA:
Set Number: 8 Mix Design: 4
Date Cast 9/9/96 Supplier: AVR
Time Cast 9:00 a.m. Spedfied Air: 7%
Measured Slump: 6" to 8" afoer super plasticizer Specified Strength: 3500
Measured Air: 7% Truck or Ticket No.: nat given
Concrete Temperazure: not given Cylinders Pa Set: 4
Air Temperamre: not given
Cylinder Cast By: Ray Iarson of Langer Const.
Liquid Added az Sire: super plasflciza
Sample Location: Slab on deck (Fast side)
Fieid Notes:
Sample Date Test Field Lab Test Max Load Cyi Area Compressive Remarks
No. Recvd Date Cure Cure Age (pounds) (s9 in) Slrength, psi Code(s)
8A 9/16 9/16 7 7 89690 2834 3160 B
SB 9116 10/7 7 21 28 127500 28.34 4500 L
SC 9/16 10/7 7 21 28 130500 2834 4610 L
Spetafied Streagth az 28 Days (psi): 3000
Remarks:
B: The 7-day test result projects that the specified strength wi111ike1y be met az the 28-day age accaRirdiag to
a typical s[rength age relaaonship.
L: The average 28-day test result meeu the required design strength.
c: Mr. Garth Ristau; I.anger Construction Company BrauII 7ntertec Cocporation
Ms. Crail Anderson; Anderson Group
Mr. Craig Milkert, PE: Reigsted and Associates. Inc. ~
Mr. Jce Voels; Building Iaspeaioos, City of Eagan David T. Youngs •
Senior Engineering i
96113c\ooc.8
sRAUN,M
INTERTEC
Compressive Test of Concrete Cylinder
Test Method: ASTM C 39, 6" a 1Z" Cylinder
Dm: Ocroba 9, 1996 Projxt Number: BODX-96-113C
Project
Client Descciption:
Mr. Chuck Dorsey Construcrion Testimg Services
Signal Sank and SPeaal Inspeeion
100 Sigual Hills Signal Baak Addition-1270 Yankee Daodle Rd.
West SL Paul, MN 55118 EaSan• Minnesota
FIELD DATA: DESIGN DATA:
Set Number: 9 Mix Design: 4
Date C3st: 9/10196 Supplia: AVR
Time CasC $:00 am. Spedfied Air: 7°fo
Measured Slump: 6" to 8" after super plasricizer Specified Ssength: 3500
Measured qir: 7% Truck or Ticket No.: not givea
Concrete Temperature: not given Cylinders Per Set: 4
Air Temperature: not given
Cylinder Cast By: Ray L,aason of Laaga Const.
Liquid Added at Site: super plasticiza
$ample Location: Slab on deck (West side)
Field Notes:
Sample Date Test Field Iab Test Max Load Cyl Area Compressive Remadks
No. Recvd Daze Ciue Cure Age (pounds) (s9 in) Slrength, psi Code(s)
9A 9/16 9/17 6 1 7 75020 2834 2650 B
9B 9/16 1018 6 22 28 106870 28.34 3770 L
9C 9/16 10/8 6 22 28 109720 28.34 3870 L
Specified Strength az 28 Days (psi): 3000
Remarks:
B: The 7-day rest resuit projecu that the specified strength will likely be met at [he 28-day age according to
a typical strength age relatiouship.
L: The average 28-day rest result meeu the require3 design streagth.
Srwn Intertec Corpoxaaon
c: Mr. Crarth Ristau; langer Consavction CompanY
Ms. Crail Anderson; Anderson Group
Mr. Craig Milkert. PE; Reigsted and Associates, Inc.
Mr. Jce Voels; Building Inspections, City of Eagan David T. Youngsi
Seaior Engineec`ini 96113ckvnc.9
I
sRAUN=M
INTERTEC
Compresdve Test oP Concrete Cylinder
Test Method: ASTM C 39, 6" a 12• CyGnder
Date: December 3, 1996 Projett Nimmber: BODX-96-113C
Project
L7ient: Description:
Mr. Chuck I?orsey Constucaon Testing Services
Signai gauk and Special Inspection
100 Signal Hills Sigaal Bank Add3tion-1270 Ymkee Daodle Rd.
West St Paul, MN 55118 Eagan, Kmesota
FIELD DATA: DESIGN DATA:
Set Nmnber: 10 Arix DeSiSn- i
Date CasC 9/24/96 Supplia: AVR
Time Cast; na given Specified Air: not specifled
Measured Slump: not given Specified Slrength: 3000
Measured Air: not given 'fruck a Ticket No.: no[ givea
Conaete Temperaaae: not given Cylinders Per Set: 4
Air Temperanue: not given
Cylinder Cast BY: Contractor
Liquid Added at Site: none
Sample Lxation: Footing: Pylon sign
Field Notes:
Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remar7cs
No. Recvd Date Cure Cure Age (pounds) (s9 in) Strength. Psi Coda(s)
10A 9/26 10/3 2 S 7 96240 28.36 3400 F
lOB 9/26 10/24 2 26 28 130980 28.30 4630 L
lOC 9126 10/24 2... 26 28 127340 28.30 4500 L
Specified Strength az 28 Days (psi): 3000
Remarks:
F: The specifiad 28-day streagth was met az the 7-day age according to the alwve rest results.
L: The average 28-day test result meets the required desiga streagth.
e. Mr. Garth Risrau; Langer Construction Company Braun interrec Cotporation
Ms. Gail Anderson; Anderson Group
Mr. Craig Millcert, PE; Reigsted and Associates, Inc.
Mr. Joe Voels; Building Inspeaions, City of Eagan '
David T. Youngsrr
Senior Engineerin
96113c1conc.10
~
4 sO - Depsrtment of Administration
December 17, 1996
5ignal Bank
1270 Yankee Doodle Rd
Eagan, MN 55121
RE: Dumbwaiter - Elevator ID# 96-03611 PT96-12
Site: Signal Bank
1270 Yankee Doodle Rd.
Eagan, 55121
Dear Sir/Madam:
Minnesota Statutes Chapter 166 provides that the Department of Administration, Building
Codes and Standards Division, Elevator Safety Section, inspect and approve elevators and
manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from
the Elevator Safety Section recently inspected your facility and determined it meets
requirements of the Minnesota Elevator Safety Code.
NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for
EVevators and Escalators does not necessarily assure compllance with the
Americans With Disabilities Act of 1990.
Sincerely,
UILDING ODES AND STANDARDS
~ ~
Larry R. Kessler
State Elevator Inspector
Irk/rkr (CE-2)
c: Reid, Douglas Michael, BO, City of Eagan
Schindler Elevator Corp.
Langer Construction Company
ElFormCE2 [3uilding Codes and Standards Division, 408 Metra Square Building, 121 7th Place 5ast, Si. Paul, MN 5 5 101-21 8 1
Voicc: 612396.4639; Fax: 612?99.1973; TTY: 1.800.6273529 and ask for 296.4639
.
a
~~ur
C Department of Administration
~.JO
\I959January 24, 1997
Signal Bank
1270 Yankee Doodle Rd.
Eagan, MN 55121
RE: Hydraulic Passenger - Elevator ID# 97-03542PT96-01
Site: Signal Bank
1270 Yankee Doodle Rd.
Eagan, 55121
Dear Sir/Madam:
Minnesota Statutes Chapter 16B provides that the Department of Administration, Building
Codes and Standards Division, Elevator Safety 5ection, inspect and approve elevators and
manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from
the Elevator Safety Section recently inspected your facility and determined it meets
requirements of the Minnesota Elevator Safety Code.
NOTE: Compliance with Minnesota Rules and the AN51fASME A17.1 t Safety Code for
Elevators and Escalators does not necessarily assure compliance with the
Americans With Disabilities Act of 1990.
Sincerely,
B LDWG` DES ANJ~ S ANDARDS
Larry R. Kessler
State Elevator Inspector
Irk/rkr (CE-2)
c: Reid, Douglas Michael, BO, City of Eagan
Schindier Elevator Corp.
Langer Constsuction Company
ElFormCE2
Buildiog Codes and Standards Division, 408 Metro Square Building, 121 7th Place East, St. Paul, MN 55 101-21 81
Voice: 612.296.4639; Fax: 612297.7973; TTY: 1.800.6273529 and ask for 296.4639
~i ~ NE+
CASH RECEIPT
CITY OF EAGAN
3830 PILOT KNOB ROAD
, EAGAN, MINNESOTA 55122
4 OATE 19
RFLEIVEO
FPCY / . ~ ~ ;
AMOUNT $ .,l l
8 DOLLARS
? CASH P-6HECK ~
: .
' G
' FUND O&IECT AMOUNT
C+ YO 7 -7
-7 sS~
Pr ~P" Z 4
5 el--L i~
Thank You ~
BY
C 3759 Wh,~PaYm CopY
Yelbw-POSting Copy
Pink-File Copy
f
Date:
City of Eakan
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
Use Et
For Office Use
Permit #:
Permit Fee:
Date Received:
Staff:
2011 COMMERCIAL BUILDING PERMIT APPLICATION
3/14/2012 Site Address: 1270 YANKEE DOODLE ROAD
Tenant Name: ASSOCIATED BANK
PROPERT
ER
CT
/D3 4/51
3(2)/0211
3- 146-12,
PfEi
(Tenant is: New / X Existing) Suite #:
Former Tenant:
Name: ASSOCIATED BANK
Phone: (920) 338_7876
Address / City / Zip: 206 N. WISCONSIN STREET / DE PERE, WI / 54115
Applicant is: Owner X Contractor
7 -
Description of work: RENOVATION OF THE EXISTING ASSOCIATED BANK TENANT SPACE, 1ST FLOOR
Construction Cost: $ .2jr1, OO
Name: J.H. FINDORFF & SONS INC.
Address: 1600 N. 6TH STREET
License #:
City; MILWAUKEE
State: WI Zip: 53212 Phone; (414) — Z71- 7-1V(
Contact: B.J. BOWEN Email: bjbowen@findorff.com
Name: RINKA CHUNG ARCHITECTURE Registration #:
Address: 756 N. MILWAUKEE STREET city: MILWAUKEE
State: WI Zip: 53213 Phone: 414-431-8101
Contact Person: MARK WESELOH Email: rrtvveseloharinkachung.com
Licensed plumber installing new sewer/water service:
ubtofim,are &red to bh°0nPe U4tbh: wihotbuttrild,at permit°n* ,Pth°ortc1Ditnyste°f
rt ng documents that specificyilotilfSiou,prtivide,.,. ffeasarta
Plans and e111)14? classified as non-piub trade secrets.
° conclude that they are
ri may beolelaae
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage.
Call 48 hours before you intend to dig to receive locates of underground utilities. wwwqopherstatecnecatiorg
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and
codes of the City of Eagan; that I understand this is not a permit, but only an ap. 'cation 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 rk which require- ..:view and approval of plans.
x ;Silba PeAltuite.-1 Air
Applicant's Printed Name Ap a,. Signature
Page 1 of 3
DO NOT WRITE BELOW THIS LINE
/03L-IYI
SUB TYPES
Foundation
Apartments
Lodging
Miscellaneous
WORK TYPES
New
Addition
Alteration
Replace
Salon Owner Change
DESCRIPTION
Valuation
Plan Review //
(25% 100% ✓ )
Census Code
# of Units
# of Buildings
Type of Construction
Public Facility
✓ Commercial / Industrial
_ Greenhouse / Tent
Antennae
% Interior Improvement
Exterior Improvement
Repair
Water Damage
27, ova "
Occupancy
Code Edition
Zoning
Stories
Square Feet
Length
Width
REQUIRED INSPECTIONS
Footings (New Building)
Footings (Deck)
Footings (Addition)
Foundation
Drain Tile
Roof: _Decking Insulation _Ice & Water
Framing
Fireplace: Rough In _Air Test _Final
Insulation
Meter Size:
Final
Final CIO Inspection: Schedule Fire Marshal to be present:
Reviewed By: ^` ! , Building Inspector
Accessory Building
Exterior Alteration -Apartments
Exterior Alteration -Commercial
Exterior Alteration -Public Facility
Siding
Reroof
Windows
Fire Repair
Demolish Building*
Demolish Interior
Demolish Foundation
Retaining Wall
*Demolition of entire building - give PCA handout to applicant
$ MCES System
2007 Ailac- SAC Units 49/11/0 CFMNGGE. IN MSS oft- 0M. Lb •
i jP City Water
3 Booster Pump
24, $81 PRV
Fire Sprinklers ✓
Sheetrock
Final / C.O. Required
Final / No C.O. Required
Other:
Pool: Footings _Air/Gas Tests _Final
Siding: Stucco Lath Stone Lath Brick
Windows
Retaining Wall
Erosion Control
No
Reviewed By:
, Planning
COMMERCIAL FEES
Base Fee
Surcharge
Plan Review
MCES SAC
City SAC
SSW Permit & Surcharge
Treatment Plant
Treatment Plant (Irrigation)
Park Dedication
Trail Dedication
Water Quality
I7 7.f Water Quality
/06•.ro
Water Supply & Storage (WAC)
Storm Sewer Trunk
Sewer Trunk
Water Trunk
Street Lateral
Street
Water Lateral
Other:
TOTAL 3Q1 .IA(
Page 2 of 3
Amy Griffin 1Z70 V4 F-�� 'Dz>c cQ k Ie
From: Susan Petlewski [spetlewski@findorff.com]
Sent: Tuesday, March 27, 2012 12:23 PM
To: Amy Griffin
Subject: RE: Please sign permit application
Attachments: Signed Application 032712.pdf
Amy,
Attached is the signed applica
The actual construction cos
and arrange for pickup.
Thank you,
!lar amount given to you by the Architect was the complete budget number.
ase let me know the adjusted permit fee and I will have a check prepared
Sue Pettewski 1 Project Manager Assistant I Pre -Construction
J.H. FINDORFP & SON INC. 1600 N 6th Street, Milwaukee WI 53212
P: 414.732.2524 I F: 414.272.0443 1 E: sr>etlewski@findorff.com I W: www.findorff.com
CHARACTER COMMUNITY CRAFTSMANSHIP
`,- Please consider the environment before printing this e-mail.
From: Amy Griffin[mailto:agriffinOcityofeagan.coml
Sent: Tuesday, March 27, 2012 8:43 AM
To: Susan Petlewski
Subject: Please sign permit application
Please sign and return the attached building permit application.
Thank you!
Amy Griffin 1 Clerical Technician 1 City of Eagan
City Hall 13830 Pilot Knob Road I Eagan, MN 55122 1 651-675-5672 1651-675-5694 (Fax) I aariffinacitvofeaaan.com
THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient.
If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers.
1
401°
City of Eaiall.
cf6-c(
3830 Pilot Knob Road
E��vE�
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694 APR 0 2 2012
Use BLUE or BLACK Ink
For Office Use
Permit #:
Permit Fee:
Date Received:
Staff:
2012 MECHANICAL PERMIT APPLICATION
Date: 3/28/12 Site Address: 1270 Yankee Doodle Road
Tenant: Associated Bank
„„,111111„„,11111.10„,.....��ih �Ali
RESIDENT / O rN
Suite #:
J
Address / City / Zip: 1270 Yankee Doodle Road, Eagan, MN 55122
Remove diffusers and replace after ceiling re -work
ITE: Roed an•• bbd (mounted t
ode. a a
���ais�e contact�����1►le=anlcn$e
RESIDENTIAL
Furnace
Air Conditioner
Air Exchanger
Heat Pump
Other
COMMERCIAL
New Construction X Interior Improvement
Install Piping Processed
Gas Exterior HVAC Unit
Under / Above ground Tank ( Install / Remove)
RESIDENTIAL FEES:
$60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge)
$100.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) = $ TOTAL FEE
COMMERCIAL FEES:
$75.00 Underground tank installation/removal (includes $5.00 State Surcharge) OR Contract Value $ 3,250.00 x 1%
$60.00 Minimum (includes State Surcharge)
- If the Permit Fee is less than $10,010, surcharge is $ 5.00
- If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee
(i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge)
=$ 60.00 Permit Fee
=s Surcharge
_ $ 60.00 TOTAL FEE
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before
you intend to dig to receive locates of underground utilities. www.aoDherstateonecall.ora
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a pe it; 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 Jon Ewing
Applicant's Printed Name
x
Applicant's Signature
eikc_c
City of aaa
3830 Pilot Knob Road
Eagan MN 55122
RECEIVED
Phone: (651) 675-5675
Fax: (651) 675-5694 APR U 2 2012
Use BLUE or BLACK Ink
For Office Use /
Perm� Ctit #: t 01
d
Permit Fee:
Date Received: .
Staff:
2012 COMMERCIAL PLUMBING PERMIT APPLICATION
Date: 3/28/12 Site Address: 1270 Yankee Doodle Road
Tenant: Associated Bank Suite #:
aara
Name: Associated Bank Phone:
NTR
iii
'I
ii
li
Name: HiMEC, Inc. License#: 035719 -PM
Address: 1400 7th Street City: Rochester State: MN Zip: 55901
Phone: 507-281-4000 Email: kajohnson@hmcc.com
New _ Replacement _ Repair _ Rebuild X Modify Space _ Work in R.O.W.
Description of work: Install cold water line for new hospitality station
r
COMMERCIAL _ New Construction _ Modify Space
_ Irrigation System (_ yes / X no) (_ RPZ / _ PVB)
• Rain sensors required on irrigation systems
• Avg. GPM (2" turbo required unless smaller size allowed by Public Works)
Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter.
Domestic: Size & Type Fire: 1
Avg. GPM High demand devices? Yes X No Flushometers _Yes X No
COMMERCIAL FEES:
$60.00 Minimum (includes $5.00 State Surcharge)
OR Contract Value $ 4, 400 . 0 0 x 1%
= $ 60 . 00 Permit Fee
Required on ALL new buildings and boulevard irrigation systems 4 $ Radio Meter Read
- If the Permit Fee is Tess than $10,010, the surcharge is $5.00 $ Meter(s)
- If the Permit Fee is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee
(i.e. a $10,010-$11,000 Permit Fee requires a $5.50 surcharge) $ State Surcharge
Following fees apply when installing a new lawn irrigation system $ Water Permit
Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant
$ Water Supply & Storage
$ State Surcharge
$ 60 . 00 TOTAL FEE
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you
intend to dig to receive locates of underground utilities. www.gooherstateonecall.org
I hereby acknowledge that this information is complete and accurate; that the work will be in confore with the ordina and co
Eagan; that I understand this is not a permit, but only an application for a permit, and work ' oY t' start without a it; that
accordance with the approved plan in the case of work which requires a review and approval o
Joe Beckel
Applicant's Printed Name Applican`"- ignature
Page 1 of 3
Date:
Tenant:
Use BLUE or BLACK Ink
City otEaRan
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
L
For Office Use
Permit #:
Permit Fee: IP iw'
Date Received:
Staff:
/n 3663
2012 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION*
y/yl ix Site Address: 10 12(11 get Ike. 0001k Eo
SSM,kkied gwile
Name:
Phone:
Suite #:
Address / City / Zip:
Applicant is:
Description of work:
Construction Cost:
Owner Contractor
sfrrAtekr Acas 24g 2
Estimated Completion Date:
Phone:
License#: C' -00C
City: S+_ PAM t
6SI- g"sQ .1.1s 6
FIRE PERMIT TYPE
A -Sprinkler System (# of heads S )
Fire Pump _ Standpipe
Other:
DESCRIPTION OF WORK:
WORK TYPE
New
Alterations
Other:
Addition
C. Remodel
Commercial Residential
Educational
$60.00 Minimum (includes State Surcharge) OR Contract Value $ x 1%
- If the Permit Fee is Tess than $10,010, surcharge is $ 5.00
- If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee
(i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge)
_$
_$
_$
40.00
Permit Fee
Surcharge
TOTAL FEE
3/4" Displacement Fire Meter - $231.00
_$
=$ 6a.00
Fire Meter
TOTAL FEE
*Requirements. 2 complete sets of drawings and specifications, cut sheets on materials and components to be used
I hereby apply for a Fire Suppression System 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 5L1, O
Applicant's Printed Name
x
Applicant's Signature
12-7D
106(03
CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage.
CaII 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.org
FOR OFFICE USE
RECIUIRED 1
NSPECTIONS
I ydrostatic FIo r Atarm Drain Test
Trip Pump fest central Station
Permit Revi
Use BLUE or BLACK Ink
-------,
� For Office Use I
�l�JB 0�����, Il � P�,��: ;z7��� �
3830 PilOt Knob Road � Permit Fee: ��,10 2- j
Eagan MN 55122 i �
Phone:(651)675-5675 � Date Received: �- � i
Fax:(651)675-5694 � �1� �
� Staff: cLl�_ I
. ��..���� .r. .r.�����J
2014 MECHANICAL PERMiT APPUCATION '
❑ Please submit finro(2)sets of plans with all comme cial applications.
�a�: �� `f at�� s�t�aaares8: ��"7� �a.n1/�2.e. ����.. �
Tenant: ����.� �Q.�� Suite#:
n ; ; �
` � Name: 0. �Q�1� Phone:
;������ '
' i�"l � e� 4 1� o�c, ��
Address/City/Zip:
a :
Name: V�T��-S � �i19n1�rn License#:
�5�1�' ��,� Address: �g� ���CiGA� City: �'�"'�Qs.�� '(�C�l�.y
� State:�Zip: C7 Phone: �� c�7'� �����
� , t
" Contact: Email: M\' 2�► � '�1 \v��� ,tf�1
' � �F New ,�Replacement Additional Alteration Demolition
T����'i�� Description of work: �Qe.e.• C.1
����� c��� �� ������"����;:
�,� ,.r.. . �� ���s�����ir�c,�� tt�##�' ��
� � � �
�
;� RESIDENTtAL � COMMERCIAL I
_Fumace New Cons �tion �Interior Improvement
� ��,����� Air Conditioner Install Piping _Processed
: t _Air Exchanger �Gas � E�cterior HVAC Unit
�„„ _Heat Pump WndedAbove�ground Tank �Install/`Remove)
Other
RESIDENTIAL FEES
$60.00 Minimum Add or alteration to an existing unit(includes$5.00 5tate Surcharge)
$100.00 Residential New{inGudes$5.00 State Surcharge) _$ TOTAL FEE
COMMERCIAL FEES Corrtract Value$ � ''T`t � x.01
$55.00 Permit Fee Minimum
$70.00 Underground tank installatioNremoval =$__.���� Permit Fee
*If contract value is LESS than$10,010, Surcharge=$5.00 =g �`C• �'-a Surchargex
""If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 ;
"**If the projeot valuation is over$1 million,please call for Surcharge � _� ���j, (�,� TOTAL FEE
I hereby adcnowledge that this information is complete and accurate;that the work will be in cor�fOrmance with the ordinances and codes of the City of
Eagan;that t understand this is not a permit,but only an application for a permit,and work is not to�tart without a pertnit;that the work will be in acxordance
with the approved plan in the case of work which requires a review and approval of ptans.
x__�lGr\,���- � `. ��. x _
Applicant's Printed Name Ap ic s gnatur�e
���W���� g �, , `� _ .r . v Y �r *�'' �u t - '' . � '
� � {_ � � �'M{ "h t 5 '� $ . ; 4
t � g" x
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71��������� � ,� ��f: s.��. � � �.- �[�'�K . t '��� �� '� �„ � � �. ,
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=,=,�..-�.��?�#f� �G��`#� � �'�,�:� � �., ,. ���-�. t ��.x�=�� ,�:�;N,���.��, 1`1��.,,
