4565 Scott Tr
BLDG. PERMIT NO
_ X-32 0 Bldg. ermit~ ~ ~DT tQ
01-3422 Plan Check Jr ac
01-3445 Surch./Adm.
01-3446 SAC/Adm. g ~
01-2155 Surcharge
-75 tr-3860 Road Unit
20-2275 SAC
20-3865 Water Conn.
20-3868 Water Trmt. ~
20-3716 Water Meter
20-2252 Acct. Dep.
20-3713 Water Permit
20-3743 Sewer Permit
79-3866 Sewer Conn. ZUGERL/
a8-1-t-3855 Park Ded. r
TOTAL ~
CITY OF EAGAN Permit No: Date:
3830 Pi4ot Knob Road Meter NA:,-+/:P u,3,2(o Sq Size: ` w6c /C
P.O. Box 21199 Reader No: D~R e,
13 O Date: IS4-
EByan, MN 55121
Owner. _ ~'ew tinr i on Fnt
SiteAddress: -`65 ccntt T at7 IJ Ri Cedar Cliff Comm Pk III
Plumber._ Pneon "Li 1 ir; es!Consalidated olumbinp,
Conn. Chg: Zoning: COMM
Acct Dep: No. of Units: Child Care Fac _
Permit Fee: n (lD~c'
Surcharge: S~ I agree fo omply wilh th ity Eagan
Tr. Plant_ 1 LiQ _nn-A_ Ordinan
Meter. •
MiS2.: . ' ~ BY
a 3 S WATER SERVICE PERMIT
, _ . . - - .,~,u . w,~„~
CITY OE EAGAN Permit Na 9S1s Date: ~ Q
3830 PUot Knob Road Meter No:
P.O. Box 21199 Size:
EaQan, MN 55121 Reader No: Date:
Owner le'v Iiorizot P.tIt.
Site Address:4565 Scott hall L1 81 Cbdgr Cliff Cc,rra r;; TT•C
Plumber. Encon TJtilitiec/Cnnsoli.c4sLed F1umbSnr
Conn. Chg: Zoning: CD*4?•
Acct Dep: No. of Units: Ch ild C:ze 37sc
Permit Fee: 1~ vnpd
Surcharge: I agree to comply wlth the City ot Eagan
Tr. Plant. ~ 4'-^ ~)fTnd Ordinancea.
Meter.
Misc.: By :
WATER SERVICE PERMIT
CITY OF-EAGAN Permit No: ZC- Date: ••-q-BF !
3830-Pilot Knob Road B ~p No: 7_ 7_~,g ~
P.O,. Box 21198 Date: ~
Eagan, MN 55121
Owner. - r . . , I
Site Address-' SCOt[ Trsil Ll B1 rIcdar f iiff rom nk T r ~
Plumber. =ncon IItLities/(',onsolidateA Pltmbin~ I'
! MWCC: 3_$5 OOr a Zoning•
City Chg: _ 700. Clnnd
Acct Dep: No. of Units: - Ch-i 1 d
Permit Fee: 10, OQp~ I agree to comply wiih the City oi Eagan
5urcharge: • Supa Ordinances.
Misc.: By SEWER SERVICE PERMIT
. . , . ~ _ . _ _ ~
,j
NFEW 411oRIZnN ,t~RJL CITY OF EAGAN
;
3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121
PHO N E: 454-8100
BUILDING PERMIT Rece(pt# •
To be used for 001MR;;lpj, Est. Value $2~7,00a Date +LLi 23
,19 3~
Site Address `:`-55 SCJTT Tn-A'-f.. OFFICE USE ONLY
Lot I BloCk ~ SeC/Sub. L`~DAR vL1FP `t}.y ~ i, On 31te Sewage Occupancy
P 3P.U MWCC System Zoning
A. RfC
Parcei No.
On Site Well (Actual) Const v 1!1rl,
a Name ',{)Ps Mi *11J~n ~-A{;p. City Water (AUowable) VN
; Address 1~' Sn AN~y'' ~~~1•1`~' ~'~~`G • PRV Required # oi Stories I
o c;tx ~ ~~'Mt)UTli Phone 557-11I1 Booster Pump Length
Depth 72
o Name Rn~FWDOD CO:iSTRUCTIs.IN S.F.Total 3868
o ~ Ac4reSS 1721 W. GO« y`D. $ Footprint S.F. 5868
U~ City °~SEV1LLr Phone 631-3254
APPROVALS FEES
Name Engr./Assess. Permit S10$4•00
W
= Z Address Planner 5urcharge 128.50
Phone Council Plan Review 542.00
~ z City
a W BIdg.Off. SAC,City 700•00
I hereby acknowledge that I have read this application and state that the Variance SAC, MWCC 59•00
information is correct and agree to comply with all applicable State of Water Conn. NIA
Minnesota Statates and City of Eagan Ordinances. Water Meter 111 A
Signa4ure of Permittee t
Road Unit A48...~
A Building Permit is iAsued to: .•Ay'c0}isT Treatment P1 1{{29•00
on thp express condition that all work shal I be done in accordMflbmeNth al I 1735,00
applicable State of Minnesota Statutes and City of Eagan Orclinances. Parks
Building Official TOTAL $10315. 50
iaimmu CITY OF EAGAN
- ~ .
' - 3830 Pilot Knob Road, P.O. Box 21-198, Esgan, MN 55121
PHON E: 454-8100
BUILDING PERMIT Receipt ~
To be used for Est. Value Date ,19
Site Address OFFICE USE ONLY
Lot Block Sec/Sub. ' On Ske Sewage Occupancy
MWCC System Zoning
ParCel No. On Site Well (ActuapConat VN
¢ Name Clty Water (Allowable)
W PRV Required # of Stories
# Address Boo~ City Phone Ster Pump Length
Depth
, p Name S.F. Total
Address FootprlntS.F.
~ City Phone APPROVALS FEES
m EO~ GoQPDRATION Engr./Assess. Permit
U~y W Name
~ Z Planner Surcharge
Address GSy EXCEL510Q 13L-VD
Q W City ExcEtw MN Phone 4j`ly-329r Council Plan Review
Bldg. Off. SAC, Clty
I hereby acknowledge that I have read this application and state that the Variance SAC, M WCC
information is correct and agree to comply with all applicable State of Water Conn.
Minnesota Statutes and City of Eagan Ordinances. Water Meter
5ignature of Permittee Road Unit
A Building Permit is issued to: Treatment P1
on t he express condition that all work shall be done in accorcianc;b with all
applicable 5tate of Minnesota Statutea and City of Eagan Ordinances. Parks
TOTAL i
Building OffiCial
" Psrmit No. Permit Holder Dsts TNephons s
PIumbing
Electric
Softener
Inepection Date Insp. Cortlments
Footings I 8 41Y
Footings II
Foundation
Framing ~
Roofing
Rough Plbg. ~10 -1
Rough Htg.
IsuL .
Fireplece
Final Htg.
Final Plbg.
Bldg. Final
Cert Occ.
Temp. LP Deck Ftg.
Deck Final ;5 $
WeU
Pr. Disp
7Z<-~.t
. ~ ' l. .r ..r~J
. - 1....__..
t
. . t,
1
Wertificate of cccuvanc~
(Fiti) of Cfagan
MeOartmatt of YSsM* ~a~¢rtion
This Certificate issued pursuaRt to the requirements of the Uniform Building Code
ceriifying that at the time of issuance tfeis structu?e was in compliance with the various
orrlinances of tf?e Ci1y regulating building construction or use. For the fallowing:
i.
Use Qassification: f' - Bldg. Pamit No. 1537R
OoaipancY 7ype B3 Zoning Diwitt pp Type Const. VN
OwnerofBuildin8j~,'~.EWTZW Qi'II,[r-MjE Address 36511 A11Bd_AW'f1,q TI1 N, PfVMYI¦EI
auiWing Aaems 4565 SIYYiT TRAYT. l.ocaliry T. I, Bl , CE71AR f'I.TFR f1f1*1~T. %M
1988
~ au;wing officW
POST IN A OONSPICUOUS PLACE
URra. ig 9r MIOL aprqavez 1QQtM
. a
~
ftitrfiftratP uf Orruvanry
titp of (Eagan
igPwrbitPtt# Af liltdbtttij JwPt1iDri
This Certificate issued pursuant to the requireneenu of Section 306 of the Uniforni Buelding
Code certifying that aJ the time of issuance this structure wras in compliance witk rhe various
ordinances of the City regalating burlding carrstruction or use. For the folJowrng.•
use a.mifiauon ews. NnWt No.
Opcupsncy Type Zoniu6 District Type Cmrt.
Owxr af Buildius . Addrcu
Bwlding Addreas Lonliry
Date:
Bm7dint O@icid
POST IN A CONSPICUOUS PLACE
• PERMIT #
PLUMBING PERMIT RECEIPT #
, CITY OF EAGAN ,
3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: "CONTRACT PRICE: ' " - PHONE: 454-8100
Site Address BLDG. TYPE WORK DESCRIPTION
Lot Block Sec/Sub, Res. : New y~
~ ' r a .~!Mult. Add-on
~ Name - Comm. Repair
4m Address Other
c Ciry r Phone RES. PLBG. ONLY - COMPLETE THE FaLLOWING;
- NO. FIxTURES TOTAL
~ Water Closet - $3.00 ~
Name Bath Tubs - $3.00
3 Address 17-
Lavatory - $3.00
p City Phone -7-Shower - $3.00
Kitchen Sink - $3.00
FEES UrinalfBidet - $3.00
COMM/IND FEE - 1% OF COMTRACT FEE ! Laundry Tray -$3.00
APT. BLDGS - COMM RATE APPUES Floor Drains -$1.50
TOWNHOUSE 8 CONDO - RES. RATE APPLIES ~Water Heater -$1.50
MINIMUM - RESIDENTIAL FEE - $12.00 Whirlpool - $3.00
MINIMUM - COMMIIND FEE -$20.00 Gas Piping Outlets -$1.50
STATE SURCHARGE PER PERMIT - .50 (MINIMUM - 1 PER PERMIT)
(ADD $.54 S/C IF PERMIT PRICE GOES ~ Softener -$5.00
BEYOND $1,000,00); Well - S10.00
~ Private Disp. - $10.00
Rough Openings - $1.50 -
SIGN9TUR OF PERMITTE FEE:
STATE S/C:
FOR: CITY OF EAGAN GRAND TOTAL '
PERMIT # ~
MECHANICpL PERMIT RECEIPT #
, CITY QF EAGAN Q,
3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE:
CONTRACT PRICE PHONE: 454-e100
Site Address BLDG. TYPE WORK DESCRIPTION
Lot Block T_ Sec ub
. . f r ( i; Res. New
~ Muft Add-on
Name
~ Comm. Repair
Address
Other
c City Phone
FEES
Name ` RES. HVAC 0-100 M BTU -$24.00
c Address ADDITIONAL 50 M BTU - 6.00
p City Phane ' (RES. HVAC INCLUDES A/C ON NE1N
CONSTRUCTION)
GAS OUTLETS (MINIMUM - 1 PER PEHi411T) - 1.50 EA.
TYPE OF WORK COMM/IND FEE - 1% OF CONTRACT FEE
Forced Air M BTU APT. BLDGS. - COMM. RATE APPLIES
TOWNHOUSE & CONDOS - RES. RATE APPUES
Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL ADD-ON &
Unit Heater M BTE!" REMODELS - 12.00
Air Cond. M BTU $ MINIMUM COMMERCIAL FEE - 20.00
STATE SURCHARGE PER PERMIT - .50
Vent T_ CFM _ R (AOD $.50 S/C IF PERMIT PRICE GOES
Gas Piping Outlets # BEYOND $1,000)
Other
FEE
S/C: ~ 00 SIGNATUI3E OF PEFiMITjEE
TOTAL
FOR: CITY OF EAGAN
This request wid
18 mon[hs fmm fi//d'/~'
E 10`6 9~6 ,c 1,61, . Iq
Aequest D. te Fire No. R uph-in Inspeclion ~
qwred? Reatly Nuw ~ W~II Nntity InsVec-
- - ga Y~as ONo ~~-~br When PeatlY
RLicensed Electrical ConVactor I hereby request inspection ot a0ova
? Owner electrical work insta11e0 et:
Slreet AdOress, Box or flou[e No. Ciry
~
ecuon o. Townsh~p Name or No. Ranee o. Co n[y
Occ`~vu/ef'tIPRINTI / Phone No.
/V.Q(if/ ~L_.
Power Suppfier / Address 55Qa.y
` ~l y'bU ~~Od'h W, ~arr~
lectrical Conlracton (COmOany Name) Cnntrar,lor~s License No.
~ , 3& B 3 Z
Mailfng AdJress (Comra r or Owoner `Makiny Ins ailation)
~1 cE C'~
Authprizetl SignaWre (Contraclor~Owner Makiny Inslallationl Phone Numbe,
. v ~ L 'W -257-7
MINNESOTA STATE BOAflD OF ELECTRICITY THIS INSPECTION ftEQUEST WILL NOT
Griggs•Midwey Bldg. - Noom N•191 ' BE ACCEPTED BY THE STATE BOAND
UNLESS PPOPEP INSPECTION FEE IS
1821 Universitv Ave.. Si. Pnul, MN 55104
an....e iwivi anznann ENC~OSED.
REQUEST FOR ELECTRICAL INSPECTION erya-ooopo~i-~oe~
0 See inslructions tor completing this farm on back af Vellow copV, QCt'c;aLi'.~~
E 1065M "X" Belnw Work Covered by This Request
Home Range Temporery Service
Romo,te Type of Builtl,ng Apoliancee Wired EQUiym¢nl WireA
DUplex Water Heater Ligh[iny Fixtures
Apt. BuilAin9 Dryer Hectric HeaLn
Commercial Bldy. Furnace Silo Unloader
InAustrial Bldg. Air Conditioner Bulk Milk Tank
Farm olne, m'i, y .ihcr ISUecifyl
1 . Ucci(y O'her O1h~~r
pectionFee 8elow
p Fee SarviceEnLeoceSi¢e M Fee Fexders/Sublexders # Fxe Clrcui~s
U to 200 qm s 0 to 30 Am s - 0 tn 30 Am )s
00 qinpy 31 to 100 Amps rL '0 31 to 100 qm s
Sinuning Pool Above 100_Amps Above 100_Amps
arisiormers IrngationBOOrt~s ~j--V Partial.'Othe Fee
Signs SUecial Inspection y~
ema.ts STO FEE.D
flouBh-in Z~s I.t Ele 'al
~ Insoeclor, he~eby
certilV that the above
final V^ ' ' sOection has bean
~ae.
This requesl volA 18 monlln Irom
2005 COMMERCIAL BUILDING PERMIT APPLICATION -gr qq~
City Of Eagan
3830 Pilot Knob Road, Eagan Mn 55122
Telephone # 651-675-5675 FAX # 651-675-5694
. • • . . Interior .linprovement
Strudural Plans (2) sets • Architectural Plans (2) sels • Arehdedurel Plans (2) sels
• Civii Plans (2) . Structural Plans (2) • Code Anatysis (1)
. Certificate of Survey (1) • Civil Plans (2) • Projed Specs (1)
• Code Anaysis (t) " • Landscaping Plans (2) • Key Plan (1)
. ProjectSpecs (1) • CodeAnalysis (1) " • Master Exit Plan (1)
• Spec. Insp. & Testing Schedule • Certificate of Survey (1) • Energy Calculations (1) not always"'
• Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power 8 Lighting Form (1) not always"
. Meter size must be established • Meter size must be eslablished • Meter size must 6e established-if applicable
d • ProjectSpecs (1)
1 . Energy Calculations (1)
1 • Electric Power 8 Lighting Form (1)
y • Master Exit Plan (1) 1
l • Emergency Response Site Plan (1)
1 • Soils Repori (1) 1
• SAC determination - call 651-602-1000 • SAC detertnination • call 651-602-1000 • SAC determination - call 651-602-1000
• • Fire Sto in Submittals
Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities.
Contac[ Building Inspections for sample and if required
Permit for new building or addition will not be processed without Emergency Response Site Plan.
Date J~Z /a Construction Cost ~ Q S lJ~
Site Address UniUSte #
Tenant Name Former Tenant Name
Description of Work
Property Owner Telephone #(!~3
Contractor :ZLAC •
Address ~ City I~\
State ~ Zip Telep6one # &Z-) Z~ r
Arch/Engr RegisYration #
Address City
State Zip Telephone # ( )
Licensed plumber installing new sewerfwater service: Phone
I hereby apply for a Commercial Building 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 the State of MN
Statutes; 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 accardance with the approved plan in the case of work which requires a review and
a roval of plan .
s tNro VL . rEg. ` ~rc2.
Ap icant' Printed Name Applicant's Signature
OFFICE USE ONLY
Sub Types
? 01 Foundation ? 26 Public Facility ? 30 Accessory Building
? 14 Apartments ? 27 Commercial/Industrial ? 32 Ext Alt-Aparhnents
? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial
? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility
? 37 Nail Salon
Work Types
? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding
? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair
? 33 Alteration ? 37 Demolish (Bldg)" ? 43 Reroof ? 46 WindowsfDoors
? 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout M applicant
Valuation Type of Const Width
Plan Rev 100%_ 25%_ Occupancy MCES System
Census Code Zoning CityWater
SAC Units Stories Booster Pump
Nbr. af Units Sq. Ft. PRV
Nbr. of Bidgs Length Fire Sprinklered
Required Inspections
_ Footiugs (new bldg) _ Insulation
_ Footings(deck) FinaUC.O.
_ Footings (addition) FinallNo C.O.
Foundation Other
Dnin Tile
_ Roof Ice Pr _ Decking _ Insul _ Fina] _ Pool _ Ftgs _ Air/Gas Tests _ Final
_ Framing _ Siding _ Stucco _ Stone
_ Fireplace _ R.I. _ Air Test _ Final _ Windows
Approved By: Planning Building Inspector
Base Fee
Suroharge
Plan Review
SAC-MCES
SAGCity
SRN Permit
SIW Surcharge
Treaiment Plant Financial Guarantee
Treatment Plant (Irrigation) Storm Sewer Trunk
Park Detlication Sewer Lateral Sewer Trunk
Trail Dedica6on Street
Water Quality Water Lateral Water Trunk
Water Supply & Storage (WAC) Other
Total
HOUSE HEATING TEST RECORD VI N~ ~6y_ (-,O,k L,7"n~G
ADDRESS uS~+~ SCn~tf'C~I APT.-FLOORCITY~qUBURB
OCCUPANT - _.OWNER~
HEAT LOSS DATE HTG. INST. SOLD BY C~~"G i-CT INSTALLED BY
Elscirical Wmk B ~
Y Gos Lina By G.~~.
TYPE OF HEAT GA FA ~ HW STEAM __SPACE HTR. UNIT HTR. ~'6 OTl1ER
GAS DESIGN CONVERSION
MAKE L_,0 r n0 )C MAKE OF BURNER
Model ~/9- 1^~`J Model
Sxial Maz. BTU Rating
INPUT 1~~~LC'Sn MAKE OF FURNACE -
Model
,CONTROLS
THERMOSTAT1-
Heat Plug :2 Vent Size ~
Volve ~~t"~0.4~_A( '-+h~ /i/ KIND OF LINER SIZE NONE
Limit 44e,)re~1 LL-)Qf/ DreftHood : 1 Ragularor
Limit Settiny Li~:~ Fihers Siza Number ~
Fan Setting 9S~" / Z5 Chimney Locafion Inaida Oueaide
Pilot Type { Chimney Conziruetion
Pibt Make
Pilot Model Smake Bomb Wiring
Pilot Timing Draft L-1 Test Tag
L.W. Cut Of4 Door Pressure Lighting Inaf.
Pressuro -51.1:; PereentC02 p7'cq~d^ Date Tsarod l"
Input CFH tm Percenf OZ F!{i Company Tesr'
Stock Temp. percant CO ~ 90~1 - Name of Teste! - ~
Fo,m 235
. .
HOUSE HEATING TEST RECORD
ADDRESS 466-1; APT.-FLOOR CITY _69- '01;"UBURB
OCCUPANT OWNER HEAT LOSS DATE HTG. INST.
SOLD BY &C_- INSTALLED BY S- rn
Elsctrical Work By Gas Line By "
TYPE OF HEAT GA _ FA 4-- HW STEAM SPACE HTR. UNIT HTR. _OTHER
GAS DESIGN CONVERSION
MAKE ~n~> MAKE OF BURNER
Modal . 15-12~.n lj~ ' 1 y]`/ - / ~ Model _
Serial 5`99w`l I/ Z Mox. BTU Rating .I
INPUT C.7[Je"J 9..2"+T2~-D MAKE OF FURNACE -
Model
CONTROLS
THERM TAT_~~y Heot Plug Vent Si:e 10
Volre KIND OF LIN~EjRL SIZE NONE
Limit _ Droft Hood ~~41 Regularor
Limit Setling ha ° Filters Size ~a~Yk ~ Number ~
0
Fan Serting Chimney La<afion Inside V Outaide
Pilot Type GChimney Construttion C
1~
Pilot Make Kn~hG~C`~' C?' hczi(.L/
Pilot Model 7 Smoke Bomb Wiring
Pilot Timing 652 ~5 DraFt Test Tog
L.W. Cut Off " Doar Presaure Lightinq Inat.
Pressure -3, ~ Percent C02 _/7~ S 9G Date Teseed I ~LCr_
Input CFH ~~~m Peresnt Oz -J ~9a Company Testing ~
Stuck Temp. Peresnt CO - Name of Test E,
Form 235
s
` CITY USE ONLY
L~ BL I PERMIT#:
SUBD. Y' RECEIPT#:
APPROVED BY: 'b; , INSPECTOR RECEIPT DATE: oo
2000 MEGSANICAL PERMIT OMMMgdaa
CITY OF EAGAN
3830 PILOT IINOS RD
EAGAN, 1+IIi 55122
651-681-4675
Please complete for: all commerciaUndustrial buildings
multi-family buildings when separate permits are not required for each dwelling unit
DATE:
WORK T'YPE: New conshvction Install U.G. Tank
_ Interior Improvement _ Remove U.G. Tank
_ Processed Piping
R'hen insta[ling/removing underground tank, call 651-681-4675 for inspection by fire marshal and
plumbing inspeclor.
Description of work: _ Ud 41od~~"
Fees: 1% of contract price OR $30.00 minimum fee, wh' h er is greater.
Underground tank removaUinstallation = minimum ee
Contract price: $ I~i33 " x 1%= $ ~.(yp (Base Fee)
State surchazge 15r,9 calculate at $30 for each $1,000 Base Fee
TOTAL $ ~ '5-d
- - - -
siTE annREss: s ~
OWNERNAME: ~ PHONE#: -
(AREA CODE)
TENANT NAME (IMPROVEMENTS 1): 61
WAS TfERE A PREV~IOUyS~ yT~EyNANT IN THIS SPACE? Y N. NAME:
9fL7V~~M` HEffM&A~ 00MXT0MCU-
INSTALLER: WOVYerbioMAMMMM90F1Y?
ADDRESS: ~j j8 PHONE
(AREA CODE)
CITY: STATE: ZIP:
SIGNATURE OF PE EE,-
l~/v
,,v
CITY USE ONLY
t
LOT BL PERIv1:T
SUBD. RECEIPT ik:
RECEIPT DATE:
2000 MECHANICAL PERMIT (RESIDENTIAL)
CITY OF EAGAN
3830 PILOT IINOH RD
EAGAN h1t7 55122
651-681-4675
Date•
Complete this section onlv if you are installing HVAC in a single family dwelling, townhome or condo under
construc[ion and not owner/occupied.
• HVAC: 0-100 M B T U ~ 30.00
ADDITIONAL 50 M BTU 6.00
• Gas outlets (minimum of one required @$3.00 ea.)
State Surcharge .50
Total $
Complete this section onlv if you aze remodelin2, addine to, or revairina an existing single-family dwelling,
townhome, or condo. Please indicate if it is a new item, alteration, or repair.
_ New _ Alteration _ Repair _ Other
_ Furnace _ Air conditioning
_ Airexchanger _ Other
Fee $ 30.00
State Surchazge .50
Total $ 30.50
Reminder: Call for inspections
SITE ADDRESS:
OWNER NAME: PHONE
(AREA CODE)
INSTALLER NAME: PHONE
(AREA CODE)
STREET ADDRESS:
CITY: STATE: ZIP:
SIGNATURE OF PERMITTEE
. ~ • - .
~
1988 BUILDING PERMIT AP LICATION - CITY OF EAGAN
SINGLE FAMILY DWELLINGS
INCLUDE 2 SETS OE PLANS, 3 CERTIFICATES OE SURVEY, 1 SET OF ENERGY CALCULATIONS
NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDAESS
IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED.
MULTIPLE DWELLINGS RENTAL UNITS FOR SALE UNITS # OF UNITS
INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH 6LDG. DEPT.,
1 SET OF ENERGY CALCULATIONS
COhIMERCIAL
INCLUDE 2 SE'1'S OF ARCHITECTORAL & STnuCTunai, rLANS,
1 SET OE SPECIEICATIONS AN? 1 SET OF ENERGY CALCULATIONS
So Be Used I~or•: UF/~ Va uation: aLe: ~ 10
? 1 ~j
Site Address OFFICE USE ONLY
Lot ~ Block .L On site setiaage~ Occupaney E-~
~ ~~u MWCC system / Zoning PD
Parcel/Sub F?7"~- yTtoA-d On site wall Actual Const - 1 NQ
- f C1ty water, Allowahle
Owner ~2~S~tl ~C~f~ PRV required J Ik of stories I
Booster Pump Length QC)
Address '~µN~k~dV7irit- Depth q7_
S.F. Tctal 586s
City/Zip Code~{.c{__ ~t6~F 1l~• r7~1 Footprint S.F. 58(0&
Phone 17,) FJ~`~ - I ll ~ APPROVALS FEES
rtoFi 9W1.1F.t'L+-~"~.a r~s
Contractor: Engr/Assess Permit I D$y, Od
Planner ' Surcharge 12R.50
Lddress Couneil Plan Review S_yY--99
Bldg. Off. 3_ll0 SAC, City 100, 0eb
City/Zip Code faD-uwti-iJl.lLkjoj G-54~S Variance SAC, MWCC 385000
Water Conn
Phone (c(2-~ it7D'1 ~ Water Mzter
Road Unit
Aren./Engr. GLAtrew.) _ Treatment P1 IVZ9.00
opParks I''135aa
~ Addr~~~~-U• •i°~. Copies
TOTAL O fS
City/Zip Code ~t.~welL IuGW~1 ~iSl~1~
Phone -~o(Y) •+'i 4''?j~jqN6~]~ 1f~HIrMEy
.4iJ141,~07 6x~c'"' 1~ \~7
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l' ~
;~Z5r7~ f"~0V VALUAT(O1J ~ s.
PE Rr~1 iT
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fD$y - - - b 108'~4 20
SU QCHARC~
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PLANT
° l4ZS=
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..niLD CARE CITY OF EAGAN N° 15378
3830 Pilot Knob Road, P.O. Box 21-198, Eagan, MN 55121
10 PHON E: 454•8100
' BUILDINGPERMIT Receipt# ~(sn-z-_n •
Tobeusedfor COMMGRCIAL Est.Value $257,000 Date .TULY 23 jg SS
Site Address 4565 SCOTT TRAIL OFFICE USE ONLY
..EDAR CLIFF "0l41' On Site Sewage _ Occupancy E-3
Lot 1 Block 1 Sec/Sub.~
MWCC System _ Zoning PD
Parcel No. PARK 3RD L.
On Site Well _ (ACtuap Const V 1HR
a Name NEW HORIZON CNILD CARE City Water _ fAllowable) VN
w
z Address 3650 ANNAPOLIS I.ANE N. PRVRequiretl _ #ofStories 1
° Ciry PLYMOUTH Phone 557-1111 Booster Pump _ Length so
Depth 72
, o Name ROSEWOOD CONSTRUCTION S.F. rotai 5868
~a Address 1711 W. :0. RD. B , FootprintS.F. 5868
~ City ROSEVILLE Phone 631-3254
APPROVALS FEES
ww Name Engc/Assess. Permit 1084_00
ti Address Planner Surcharge _~.~50
_ ~
aw City Phone Council _ PlanReview _542D0
~00.00
Bldg. ON. . SAC, City
I hereby acknowletlge that I have read this application and state that the Variance SAC, M WCC -3$$.Q,Q9
information iS correct and agree to comply with all applicable State ot Water Conn. NU-A
Minnesota Statutes and City of E n rdinances. Water Meter _-NJA-
Signature of Permittee . _ ~ULl.,Z ~
- Roatl Unit _$4grgp
A Building Permit is issued to:_ROSEWOOD CONSTRjIQ'LIQt]Treatment Pt 1428.00
on the exoress conditi hat all work hall be done in acqArdairt,soirth all Parks 173$.00
applicable State of Mi n sota Sta u and iry ot Eagan Vrtlinances.
BuildingOfficial_ TOTAL E1_0315.50
~
.
. 1988 BUILDING PERMIT APPLICATION - CITY OF EAGAN ~
SINGLE FAMILY DWELLING3
INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES DF SURVEY, 1 SET OF ENERGY CALCULATIONS
NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDAESS
TS DESIRED. NO CHANGES WILL SE $LLOWED ONCE BOILDING PERMIT IS ISSUED.
MULTIPLE DWELLINGS RENTAL ONITS FOR SALE UNITS 8 OF UNITS
INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH HLDG. DEPT.,
1 SET OF ENERGY CALCULATIONS
COI4fERCIAL
INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS,
1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS
To Be Used For: LIp!400E Valuation: ~j~ DDU Date: 619)9
Site Address y,5-6,5 ScOT7' ~r,<',41L OFFICE USE ONLY
Lot ~ Block / On site sewage_ Occupanay ~-3
LFGO~ft GLiFF MCC system _ 2oning PD
Parcel/Sub coMMERciAL PpR-K 3RD On site well Actual Const V' 1 I4R
City water ~ Allowable SCw
Owner /U4510 f7'0R! Zp,{/ C1F164 L`#pE pRV required _ S of stories I
Booster Pump _ Length 80
Address 3&S0 ,4Nnl A0o Lt.s [-N Ald Depth 7 Z
S.F. Total 58G8.
Cityl2lp Code PL y/+r 0 U 77f ~.v Footprint S.F. 56168.
Phone 5-3-7 APPAOVALS FEES
Contraetor d~S_e~oca ~ti'ST~uc«asa EngrJAssess Permit I~g4-•
Planner Surcharge
Address 4L) CUU.UT~ Ae( Council Ylan Review 542-•
&7/LOSAC, City -700.
~ Bldg. Off. 4~
City/Zip Code &3e6114 cc M-,N Variance SAC, MWCC 38_SD,
/ Water Conn ti~ A
Phone ```oM TafzKL Water Meter N rti
Road Unit g48 •
Arch. /Engr. Treatment Pl 1 4 28.
Parks 1 -7 2,5.
Address 1,176 G1)d}j6R S ~ Copies
z~--X C Cz-slC 2 /r! N TOTAL I
City/Zip Code
Phone # 7 32
1C~
' city oF eclgan
THOMAS EGAN
Mayor
PATRICIA AWADA
_ SHAWN HUNTER
SANDRA A. MASIN
. THEODORE WACHTER
Council Members
October 20, 1995
THOMAS HEDGES
, Ciry Atlminlsiralor
E.J. VANOVERBEKE
City Clerk
MS JODY L ANDERSON
CAMPBELL PROPERTIES INC
1415 N LILAC DR #120
MINNEAPOLIS MN 55422
RE: NEW HORIZON CHILD CARE
4565 SCOTT TRAIL
Dear Ms. Anderson:
The New Horizon Child Care at 4565 Scott Trail was issued a"conditionai" Certificate of
Occupancy on October 20, 1988. The condition of the certificate was that the parking lot
needed to be completed. This condition was met on October 31, 1988; however, a
Certificate of Occupancy was inadvertently never issued. I am taking the liberty of issuing
a new certificate to you without the condition attached and am enclosing it for your
convenience.
If you have any further questions, please contact me at 681-4699.
Sincerely,
Dale Schoeppner
Senior Inspector
DS/js
MUNICIPAL CENTER THE LONE OAK TREE MAtNTENANCE FACILITY
3830 PILOi KNOB ROAD THE SYMBOL OF STREN6TH AND GROWTH IN OUR COMMUNIN 3501 COnCHMnN POiNi
EAGAN. MINNESOTA 55122-IB97 EAGAN. MINNESOTA 55122
P14ONE: (612) 681•4600 PHONE: (612) 681-4300
FAX: (612)6E1-4612 EqUal Oppor}UnBy/Af}Ifmatlve AC1IOn Employef FAX: (612) e81-4360
iDD:(612) 454-8535 iDD:(612) 454-8535
MEMO TO: DIANE DOWNS, IITILITY BILLING CLERR
FROM: EDWARD J. 1CIRSCHT, SR. ENGINEERING TEC$
DATE: MARCH 27, 1991
6IIBJECT: STREETLIGHT ENERGY COSTS
LOT 1, BLOCR 1* CEDAR CLIFF COMMERCIAL PARR 3RD ADD.
4565 SCOTT TRAIL - OWNER-HORIZON CHILD CARE PARTNERSHIP
3650 ANNAPOLIB LANE NO.r PLYMOIITH, MN. 55441
This memo is to inform your department to start to invoice the
energy cost in the amount of $3.00 per quarter with the next
utility billing for Lot 1, Block 1, Cedar Cliff Commercial Park 3rd
Addition.
Lot 1, Block 1, Cedar Cliff Commercial Park 3rd Addition has an
• area of 0.87 acres and is to be billed at the non-continuous
streetlighting rate of $3.45 per acre per quarter =$3.00 per
quarter.
The City is currently being billed by Dakota Electric for the
streetlight energy cost for Lot 1, Block 1, Cedar Cliff Commercial
Park 3rd Addition.
Edward J. K rscht
Sr. Engineering Technician
cc: Michael P. Foertsch, Assistant City Engineer
EJK/jf
. , . . .
~ CASH RECEIPT
CITY OF EAGAN
3830 PILOT KNOB ROAD
~ EAGAN, MINNESOTA 55122
DATE ~
PECErvEO
Fl1L4
nMOUNr g ~
& DOLLARS
im
? CASH 6HECK
4 9g3~
F11N0 O&IECT AMOUNT
i
~ vo ~ a a s
o a 30
Thank You
aY
N° 88235 m,~paYam Copy
veuow-POSliig Copy
Pink~ile Capy .
. * X#1ffRf***#***ft*1R*Yff*****t*}**Y
CITY OF EAGAf~ * ~F~
* APPROVAL OF PFgtNIIT.
APPLICATION FOR PERMIT ,*t
INSPFX,`PION OF SESM APID/Ot Fg1M
. * TAlCTa7SATiQN$ wuL j' $Q'
SEWER AND/OR WATER CONNECTtON ~uum UNTIL PERMIT HAs Mx
. ~ APPxavFn.
*
~
~
**~.**~**********t~«*#~*******:#*#*,
, P ease Print
1) PROPERTY ADDRESS:
LEGAL DESCRIPTION:
Lot Block Sub ivision or Tax Parce ID
IF E7QSTING ST12C'CiLTRE, DATE OF ORIGZNAL BC~ILDING PERMIT ISSL'ANCE:
pRESENP ZONING/PROPOSID LSE: ~ ~
[~Z] CMERCIAI./RETAIL/OFFICE ~ R-1 SINME FAMILY
~ INDL'STP,IPS; ~ R-2 Dl;ri,E}C (Ttoo L'7~its)
? INSTI1i"I'IONAL/GOVERMpp ~ R-3 70WNiOUSE (T}see + Units) ( Units)
R-4 APAR7mjjf/C0bIDOMINlLT7 ( Units )
2) NAME: W5V\ !1-(l~ I`!'~LE~ ` C0~'1b/X.~AqL~l~ ~(,uf.[l,~_
ADDxESS: 153o
CITSt. STATE, ziP: (~y2d.CS1l~L[~ ~ JS3~J7
PxorE: Q9¢ - 3ton
3) • or City Use . .
NAME:kI(/CWM 0y"1 L (17-O-C.ZI D4~/ la Plumbers License:
AwnREss:JsS3o G CGIA ~ ed
, cI2'~r, sT~,TE, z~: ,~dr2.iJSU~u~ .GfN 55.~3 ~ Not recoraea
PHONE' 3 JZD MASTII2 LICQNSE#
St~al
4) 't.1 ~..iu~:
NAME-1uEw ~iau*71~~D~t~ GR~uP
_ ano~ss: 3,30~ ReubFl .~19~( S 'C
CITY. STATE, ZIP:_LTL~/~({IQ ' OtJ
PHONE:_
'S) " 'N' :a •a~
. ~s
~ CONPIE(.'TION S0 CITY SEWII2 ~ CON6II7CfI0N M CITSt WATER r, 0'i'I3ER . .
6) W"719~1211 PLFIASE HOLD ApPROVID PIIiMIT FOR PICK-C~P BY ONE OF ABWE
PLEASE APPROVID PERMIT Z+0 1, 2, 3, 4. ABWE ,
~ (Circle one)
7) ~ ° fS 8g
r • • «:r• •.na~ . ~ ~ ~ • s.i~•' . r• • ~ • • • o• . ~ ~
. FOR CITY USE ONLY .
PERMIT # ISSUED Pd w/Bldg. Permit FEES:
$ $ /U '5-7) SEWER PERMIT (INCLUDE SURCHARGE)
$ $ WATER PERMIT (INCLUDE SURCHARGE) $ $ WATER METER/COPPERHORN/OC'TSIDE READER
$ $ WATER TAP (INCLL'DE CORPORATION STOP)
$ $ SEWER TAP
$ $ ACCOUNT DEPOSIT - SEWER
$ $ ACCOUNT DEPOSIT - WATER
$ c $ WAC
S S sAc
$ $ TRUNK WATER ASSESSMENT
$ $ TRONK SEWER ASSESSMENT
$ $ ' LATERAL BENEFIT/TRUNK SEWER
$ $ LATERAL BENEFIT/TRLNK WATER
$ IL~ Zd•OZ) $ WATER TREATMENT PLANT SURCHARGE
$ $ OTHER:
$ 5-271, D~ $ ~ I` U-l) TOTAL
v.v~
RECEIPT RECEIPT
DOES UTILZTY CONNECTION REQLIRE EXCAVATION IN PUBLIC RIGHT OF WAY?
Q YES IF YES, THEN A"PERMIT FOR WORK WITHIN PLBLIC
Q ROADWAY" MUST BE ISSUED BY THE ENGINEERING
NO DIVISION. LIST AS A CONDITION.
SUBJECT TO THE FOLLOWING CpNDITIONS:
APPROVED BY:
TITLE:
DATE: a . 9 /~e
: ~
94 BLDG. PE MIT NO. /L 17
r~
013210 Idg. P~t' o 6"1 00
01-3422 Plan Check ~~a 00
01-3445 Surch./Adm. o 57
01-3446 SAC/Adm. --3 D ~
07-2155 Surcharge ~
75-3860 Road Unit
20-2275 sac g S
20-3865 Water Conn.
20-3868 Water Trmt. g
20-3716 Water Meter
20-2252 Acct. Dep.
20-3713 Water Permit
20-3743 Sewer Permit
79-3866 Sewer Conn. '
28-3855 Park Ded. • ~
TOTAL ~Q ~ ~
L1 BI C.EDAe GLfFF C,0MMI L. PIC.
EOSUZCHFIECTLIRE
LETTER OF TRANSMITTAL
J. NICHOLAS RUEHL, AIA
BERTIL E. HAGLUND, AIA
DATE: July 8, 1988, .
TO: CRy of Eagan
Building Inspectfons
3830 Pilot Knob Road
Eagan, Minnesota
ATTN: Joe Merchak
RE: NEW HORIZON CHILD CARE CENTER Eos 87132 )
4565 Scott Trail, Eagan, MN
WE ARE SENDING YOU: (X) HEREWITH UNDER SEPARATE COVER
FOR YOUR: (X) USE FiLES INFORMATION APPROVAL
QTY DRAWINGS DATE DESCRIPTION
2 sets SW1-SW3 07/05/88 Revfsed Slte plans P~~5
G/tilA.Efl 'TidEM W~REV~ifONS
7/1/e8.
REMARKS: As I dicussed on June 21 with Ed Kirscht, I have made the changes to the entry drive curb
radfi, now 20'0" instead of 15'0". If there are any questions, please do not hesitate to call
me. Thank you.
SIGNED:
Robert M. Hfnck
COPIES TO: New Horizon
Waterford Development
Rosewood Construction
TRANSMITTED BY:
( ) MAIL
~ MESSENGER
( ) EXPRESS
( ) HAND DELIVER
EOS CORPORATION 470 Water Street, Excelsior, MN 55331 (612) 474-3291
~
csaY os asaM
Sanjeat: Coaditionai IIse permit applioanlc Ilw Horisoa asy Care L`7 ~
'Looation: Lot 1, s3oak i, Cedar ciiif Com-
aoroial Var)c, 3sd Addition
Ezistinq soniaq: Pianaed Dwelopaent
Date o! 8nblio 8euiaqs Jaanary 241 1989
Date of iteport: danuarp 14, 1989
aeported eys Community Dw*lopmeat Dspartment
71PPLICATION BOMKARY: An application has been submitted requesting
a Conditional Use Permit for a pylon sign at New Horizon Day Care
on Cliff Drive.
COMMENTB: The proposed pylon sign ie two directional and il-
luminated. It will be located on the west eide of the property
at Cliff Drive, on the north side of the dra.eway access. The
proposed sign measures 21' in heiqht and 64 gquare feet per side.
As proposed, the pylon sign meets all Code requirements.
If approved, the sign shall be subject to the Eaqan Siqn Or-
dinance fee of $2.50/sq. !t. and all other applicable ordinances.
f- r ; . :
L•':,.,
t , p ~ y II w 1 r + .
1
• I 1 ~ ' : i
R-4.
' f~e ^i aew 1
i
fo
d~
_
wirr
es
1 ~ -
1988 STREET MAP ZONING MAP
.Y ILIL- ~YYY~~NV ryY~ Y ~YW~ M~y
+ ~ . l
d en9
b al 2: daysu 39 minuln ~ 02 aeonds. ' ~ • ~
ad .bkh lwrwNariA J! Apnes IJ minutp 31
wHt: Uemt~ Ner1h 44 d"f /J mMVlo 22 q,r n,o ~ ~
west. tonqsnl to soW cur.y, e dl~tonc~ e/ . ~ ~ ~ ~.,wy,r. ~ n ~
al: Ih~np Nor1h 70 AeqrNa IS mMwbs 10 , rr~..ai .%n nry C~i:ew.r \
:oa1 o dislonee ol 87.52 feel; M~nce Seuth E9 U
3 minuln 72 seconda Eoat a dUtanu of 62.13 ~t' , • ~ `
, a W D o M I o f D e q l n n l n q. ' I~ • r'~ 4~R
~ : V.\I:M~Y • • . .r N •R^~~ '
. ~ n.:6 j!- - - - - ~ ' ~ ' • / 1 .
'
+r~ ~,y Y J
~ ..~y~~'•~'_ ..ry ' ' ~ • ~<<4p • ' f
.
13
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1 ~51i1L4ryF1e1_ '
13 • /
~ r'MIfN rlLVr'_
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WA7
to' 1;~ 1 r ~ _F _ _ . ' r •
L
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~
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\ ~ ~ ~ ~ ' - . . ~ 1-'' ' . • , . ' vr na
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\P
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S ~ ' , . ~ i .~Y!..a~.. '
s
~ ~ i •.I ~ ~rNi~f~' ~ w,.~• ~ w
. ~ *u.sN f9F i ~ ...a
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wrL,re C?~e A L__1 . I ~ - - - - -~--i. ~
~ ..~-.~a:. _'t : _
' . : i . . . hil
1/ . ~ / \ . ' • . • . ~ Y
I
. ` + ~ • . , . • • • • ' • ' ' ~ ~ • - ' 1 ~
ity oF eagc1n
3830 PILOT KNOB ROAD. P.O. BOX 21199 VIC ELLISON
EAGAN. MINNESOTA 55121 M~
PHONE: (612) 454-8100
nionvs Ec w
DAVID K. GUSTAFSON
PAMEIA McCRFA
1HEODORE WACHTER
CancY Mambers
October 24, 1988 7MCMMSHEDGES
CiryPdnatistrola
EUGENE VAN OVERBEKE
CiN Clek
MN DEPT OF HEALTH
717 S E DELAWARE ST
P O BOX 9441
MINNEAPOLIS, MN 55440
ATTENTION: GARY ENGLUND, P.E. CHIEF
SECTION OF WATER SUPPLY 6 ENGR
RE: NEFI HORIZON CHILD CARE CENTER
4565 SCOTT TRAIL
L 1, B 1, CEDAR CLIFF COMMERCIAL PARK 3RD
Dear Mr. Englund: ~
This is to advise that the final plumbing inspection of the
aforementioned facility was completed on October 21, 1988. '
Attached, please find copies of the inspections made by the City
of Eagan, Building Inspections Department.
Sincerely,
William Adams
Plumbing Inspector
WA/js ~
Attach.
iHE LONE OA1C TREE. ..iHE SYMBOL pf STRENGTH AND GROWfH IN OUR COMMUNIiY
MEMO TOs TOM COLBERTt D2RECTOR OF POBLIC WORKS ~...I 11 eeol4r CIi Comm.
~JIM.-STORM, YL~dNNING= DEPdRTMENT '
BILL AKINSt ELECTRICAL INSPECTOR CRAIG KNU0.SENt ENGINEERING TECH
SOE SHERIDANO OTILITY BILLING CLERK
FROM: DOIIG REIDl BDILDING INSPECTIONS DEPT
DATE:
The Proteetive Inspeetions Department will be performing a final inspection
for oecupaney of ^/Jr~pJr O'I"1 rAi I on
io/ao/eg Few Hort zon 0,,k; Id Cctre
Please return within 48 hours with your approval or denial. Failure of
response within that time frame will be determined as approval. It will be
eaeh departments responsibility to contact the construction firm with
necessary requirements before final inspection and notifying the Building
Inspeetions Department when all requirements have been taken care of.
Thank-you.
DR/js
APPROVAL: DENIAL:
( GNATURE & DATE) (SIGNATURE & DATE)
/0% ;0
- /
G~~~~~~ ~ .r (~it ~~liv ?
~
MEMO TOs TOM COLHERT, DIRECTOR OF POBLIC WOAKS I..I ~I ~eol4r ~.I~ P~' C~omM•
JIM STURM, PLANNING DEPAATMENT
BILL AKINSt ELECTRICAL INSPECTOR
CRAIG I4JUASEN, ENGINEERING TECB
CSIIE-SHERIDdN,_OTICITY-BILI:ING-CIfiRK ) ty«t~ ~ O
FROM: DOUG R£ID, BOILDING INSPECTIONS DEPT
DATE: /D//21gg
The Protective Inspections Department will be performing a final inspection
For occupaney of rA i I on
io/ao/8g IUew }-(or1z.or) C'.h; Id Qare.
Please return within 48 hours with your approval or denial. Failure of
response within that time frame will be determined as approval. It will be
each departments responsibility to contact the construction firm with
necessary requirements before final inspeetion and notifying the Huilding
:s have been taken care of.
~
~
25
~(SIGNA/ p~ Id ~ 15
~
. ~
MEMO T0: TOM COLBERT, DIRECTOR OF POHLIC WORRS 0 ed4r OJ iPf Oom m.
JIM STURM, PLANNING DEPARTMENT
BILL AKINSt ELECTRICAL INSPECTOR
~CRAIG_KNUASEN.;7ENGINEERING-TECH ,
SOE SHERIDANp OTZLITY BILLING CLERK
FROM: DOUG R$IDp BDILDING INSPECTIONS DEPT
DATE:
The Proteetive Inspections Department will be performing a final inspeetion
for oceupancy of 4'-Y66 SCOH rAi I on
/0A9 D1$g r\,)ew Nonz.on N; id O-QYe-
Please return within 48 hours with your approval or denial. Failure of
response within that time frame will be determined as approval. It will be
eaeh departments responsibility to contact the construction firm with
necessary requirements before final inspection and notifying the Building
Inspections Department when all requirements have been taken care of.
Thank-you.
DR/js
APPROYAL: DENIAL• ~!7
(SIGNATURE & DATE) (SIGNATURE & DATE) /
SIAILDING ZLOC.k DAy CNRE CENT'E12, Ll zl CEDA'R CLtFr-
^ - CoM M(=-b1C1 AL PAR,< 3~D
. 4?
OCCV.pANCy : 3
,pUtLD/NG 5le6; ' 8ox~2= 5760 ,amc_: --)9X3-z= -768
~xzr7
56~8
1
~y(~' O~ f ot~1~S,CQUrT~r'~1.
,~s« n~ . ° V - N ? 6s~
AL~owA'a',F; Y-N 9/OC7 ' ~Srlar~ X 7OZ/33o3(d~
Y-AJ ~l~/UO cu,c,l, u`P 2 S9-ar~-e~
m~TROPOLiTnn
~ TE
commirraon
TA*, ckieS aMQ
October 2, 1987
Mr. Steve Hanson
Asst. Chief Building Inspector
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122
Dear Mr. Hanson:
This letter is to inform you that the Metropolitan Waste Control
Commission has made a SAC determination for the Building Block Day
Care Center to be located at Scott Trail and Cliff View Drive
within the City of Eagan.
It has been determined that 7 SAC Units should be assigned to this
building. This determination was made as follows:
SAC Units
Charges:
Daycare
101 children @ 14 children/SAC Unit 7.21 or 7
If you have any questions, please call.
S,rtr, ely,
J.o~-Y~Y
Donald S. Bluhm
Staff Engineer
DSB:RWJ:blm
cc: S. Selby, MWCC
W. K. Johnson, MWCC
Granger Whitney, Waterford
350 Metro Square Building, Saint Paul, Minnesota 55101 612-222-8423
-Ttz~~ k K/
HEAT LOSS CALCULATIONS DEPARTMENT OF [NSPECTION MINNEAP(7LIS. A4NN.
- A.S.H.
Weathentripi Gu Conttruction No. laeulation
id.Ve
Windowi I Doors I Refereace Out. Wall Int. Wall Ceiling Roof Floor I Kind How Applied
n o es No 19_ ATT
I FI.) II04T Room Lenqth Width Height Fl.1 Room Length Width Heigfit
Windows and Doore-Crackage and Area Windows and Doors--Crackage and Area
WiEth Hel[n[ No. ot Wne.l fL Aro. WIEth Hel'rtt No. o( Linaal [t. wru
M. o[ p~ne of D?e~b o[ cract ~V, !t No, of Oina o[ Dsna Il~hb of etaek aQ. IL
Coef. Btu Coef. Btu
Infiltration , 50 X/70b4 973% /•6L /~i, 827- ln6ltration
Glass 1'19 49 1an-71 Glass
Ezp. waU l 006 Fap. wall
Net e:p. wall 2°1 q%7 -;8q(a Net ezp. wall
Int. wall Int. wall
Ceiling b 2•4' L~ 5 5D Ceiling
Floor Floor
?otal Btu. Total Btu.
Required sq. ft. E.D.R. or sq. ina. W.A. Leader area Required sq. ft. E.D.R. or sq. ine. W.A. I.eader area
I FI•I TODpI,Ee' Roam Length Width Height F7,1 Room I L.ength Width Height
Windows and Doors-Crackage and Area • Windows and Doora-Crackage end Area
WIO[h Neia~t Na. o[ Ltn~q [t. Ars~ WIQ[? HelaEtNo. o[ Llm.l Are.
Na. o[p~ns ofy~n• 11(Tb otcr~<k W.f0. No. o[y.ne ofD..a Ilphb olcr.ck ~Q.(c -
Coef. Stu Coef. tu
Infileration.50 X/3 gZ4 01L 1,0, /9 9 In6ltration
Glaa 75749 704 4 Glsss
Exp. wall '].y2 Exp. wall
Net e=p: wall G-~ (p 4,7 'LoJ e Net ezp. wall
Int. wall l lnt. wall
Ceiling /58(0 7.4 ~CnPJ(o Ceiling
Floor Floor •
Tohl Btu. 2 S 5l~ Tota! Btu.
Required sq. ft. E.D.R. oe sq. ins. W.A. l.eader area Required sq. ft. ED.R. or sq. ins. W.A. L.eader area
- I Fl. p66~HCUb Room I L.ength CVidth Heieht f7.1 RoomlLength Width Heiqht
Windows and Doors-Crackage sad Area Windowi snd Doon-Crackage and Area
wiaen x.iin~ No. oI Llneai [t. Ar<~ q10th x.i~ei so. e~ Llnul f[. Arc.
Na ef yan~ oL p~n~ Ilff~b ot eraek ~p. !t. No. ef ykna of O~e~ Ileht~ o[ erack
p. !t.
Coef. Beu Coef. Btu
In6ltration ,hOX 15551i `J?7p f•b2 Z 5q7 Infiltrstion
Glau 04 49 950(4 G}ess
Exp. wall 10 0 Erzp. wall
Net e:p. wall Q(p 4,1 Q 1 (04 Net exp. wall
Int. wali Int. wall Ceiling 1'12'b Z.b A141 Ceiling
' Floor Floor
i Total Btu. ~0 414 Total Btu.
I Required ?q. ft. E.D.R. or w. ins. W.A. Leeder ona Reyutred sq. fc. E.D.R. or ,y. ;m. W.A. luder aRa
rc7rtNL- Fc~ auii'uiwa y Sc~,9e~
Irp-~- DEPARTMENT OF INSPECTIONS - 220 GRAIN E%CHANGE
COOLING- LOAD SHEET MINNEAPOLIS. MINNESOTA 55418
Job Neme W0W F)LoG?Af CPRfi crbt,~F Address '
Room: Wfdth ; I.ength ; Fieight 'llme: A. M. 00 P. M.
Design Conditions: Outside: Dry Bulb g9 : Wet Bulb ? 3 Inside: Dry Bulb 7 g ; Wet 8ulb Co5'
Wali Color• Dark p: Light 0; Medlum'jR: Roof: Dark p; Light O; Medium ~
Windaws: Shades O: Avmings p: Barn~Fr
AREA fENS1ElE LATEHT
NO. i7VA OIMEHSIONS SO. FT. K D XEAT HEAT
CONDUCTtON HEAT GAINS
1. Exterior well, gross Z X~ 1000
2. Exterior glass 17 °l . 54 l 0(p 3 _
3 Exterior wall, net ~2~ • 0~~ 4~3
9. Partttions, net 5. F']oor -
6. Ceiling or roof I 89l0 .02y
EXCESS SOLAR GAINS
WALLS (direction faced)
't. hOUTH 12x9 53U .os"~ q Z53
e. VC/E~T 4ok~ 2qq , 053 32 ~07
9.
10. Roof 1 89(p . 02(0 47 'l21 .
GLASS (diretlion kced) ~
ii. havrw ll g .5A- 28 17g4 I
iz. W- r ~I .54 3120
13.
14. Skylights
BODY HEAT GAINS 6,7
7
15. Sensible No. of peopte x 225
16. I.atent (quiet) 2h No. of people x 175 9377
i
17. Latent (active) No. of people x 450
EQUIPMENT HEAT GAINS p,
Watts x 3.4
18. Electric lights
~Z V9~7
19. Electric moton (tota] H.P.) x 2545 x Power Factor "
20. Other electrica] equipment ~ -
21. Gas 6urning equipment C. F, H x 1Q00 22. Miscellaneous heat gains
23. Miscellaneous Feat gaSns
24. TOTAL HEAT GAIN (SENSIBLE) Z9 ,269
25. TOTAL HEAT GAIN ( LAT'ENT) . 9~i'~ ~
26. Sensible heat raUo= Iiem 24 x 100 Z q 7- x 100
_ - = 8`~ `Yo
Item 24 + Item 25 ~i?ilob 4 27. Temperatum o[ air supp7y ~J9 Dry 6ulb. Wet bulh
28. Total a4 suPP1Y= Item 24 C.F.M.
I.I. [room d.b. - Item 27 d.bJ ~ 1, I)('7 C' S°1) 14
HEl.T LOAD OF VENTILATING AIR 29. No.of people 2 S x 7r C.F.M. per penon= ~ S S C.F.M. Outside Air.
30. Item 29 /05 x 22,(p S.T.U. per C.F.M.= B.T.V. per hour _
31.o Total cooling load = Stem 24 + Item 25 + Item 30 Zq 2e°) + 43? 5 t 47 3d_ ~~,qoZ B.T.U. per hour
32. Tonnage equivalent o( cooling load= Item 31 _ _'37iqO7- /(,0 Tons
12000 12000 .
os -
To~9~~
- DEPARTMENT OF INSPECTIONS - 220 GRAIN EXCHANGE
COOLING- LOAD SHEET MINNEAPOLIS. MINNESOTA 56415
Tob Name UlpL1Cr ?'OGK DA'j Gp,p.E C-i-'WTrt- Address '
Room: Width ; Length ; Height 2Yme: A. M. <f ~ UU p. M.
Deslgn Conditions: Outside: Dry Bulb S°1 ; Wet Bulb 7 3 Inside: llry Bulb 7(~ ; Wet Bulb & 5
Wall Color: Dark C: Light p; Medium,7~: Roof: Dark O: L3ght 0: Medium)j:
Windows: Shades p; Awnings p; Bare-~31
- AREA SEHSIlIE UTENT
NO. ITEM OIMENSIONS SQ. FT. K D NFAT HEAT
CONDUCTION HEAT GAIKS
1. Exte[ior Wall, g['oss 'C ~ ~7 q 7j •~~~•t~•
2. Exterior giass 15(o , 5¢ l1 q2?
3 Facterior wall, net , 053 ~ I ~ ~
9. Partitions, net l~
5. F1oor
6. Ceiling or roof /-rj71(p • 0'G(~ 11 ~°1 i •
EXCESS SOLAR GAINS
WALLS (diradion faced)
'r. W %,~sr 279 , oss 32 ~i9~
s. Ua N 5C~X9 p~ .as3 9 !°~49.
10. Roo[ b .02Cn '9~ 1~9~
GLASS (diraction faced) I
ii. -sr 59 , 54 n 9 37°~I
12. Ij o ni 9'7 • 54 2S / 4v9
13.
14. Skylights
BODY HEAT GAINS ` - ~
15. Sensible No. of people x 225
L6. Iatent (quiet) No. of people z 175 ~lZ>C'
l7. Latent (active) No. ot pcrople x 450
EOUIPMENT HEAT GAINS
L8. Electric ]ights ~IO?~i Watts x 3.4 1
t9. Electric motors (total H.P.) x 2545 x Power Factor
?0. Other etectrical equlpment
?3. Gas burning equfpment C. F. H x 1000 u
2. Miscellaneous heat gains
2. Aiiscellaneous F.eat gains ~
14. TOTAL HEAT GAIN (SENSIBLE) 2(n~rj(o~
'S. T'OTAL HEAT CAIN (Lq1'EN[') - rj25U
6. Sensible heat ratlo= Item 24 x 100 _ 26 ~(a~ x 100 _ qa
Item 24 + Item 25
7. Temperature of air supP~Y ~ Dry bulb. Wet bWb
8. Total air suPPlY= Item 24 C.F.M.
I.I. [room d.b. - Item 27 d.b.] HEl,i LOAD OF VENTILATING AIR - I'
9. No. o[ people ~O x '7• i C F.M per person= 2 2 7 C F M Outside Air.
D. Ztem 29 2 Z> x 2 T,(p g.T U. per C F M= 5O9' B.T.U. per hour I
I... Totel cooling load = Item 24 + Iterrt 25 + Item 30 Z 6~ r-~to9 + 5 Z Sb+ 500 tn1994 B.T.U. per hour
2. Tonnage equiraient o( cooling load= Item 31 q04 =12000 12000 Tons
s -
P~EhGN~~
DEPARTMENT OF INSPECTIONS • 220 GRAIN E%CHANGE
COOLING' LOAD SHEET . MINNEAPOLIS. MINNESOTA 55415
Tob Name p/UII.PI06 Pjl,X~ ?AY GPR-E C.EUT%C- aaaress
Room: Width ; Length ; Height 15me: A. M. 1F . UO P. M.
Design Conditions: Outside: Dry Bulb g9 ; Wet Bulb -73 Insfde: llry Hulb 7g ; Wet Bulb G~
Wall Color: Dark p; Light O; Medium)K, Raof: Dark p; Light p; Medfum ~j
Windaws: Shades p: Avmings p; Sareln"
ARU SEI/SIELE UTEN7
NO. ITEM OIMEHSIONS $O. R. K D XEAT XEAT
CONDURION HEAT GAINS
1. Exterior wall. gross I loX 9 1 OQjQ
2. Ex:erior glass 101 Q- , 54 7 L
3 Exterior wall, net g~ , 053
4. Partitions, net
5. F7oor
`Z L '
6 A 9 1'12 $ , a 2c. °~4 7-
Ceiline or roo[ -4
EXCESS 50LAR GAINS
WALLS (direcfion faced)
T. Noo-rA Zax°~ /7g .053 ~
a Sr 9 2x9 630 ,953 9 253
s. ~1oun+ Z 4 x`l l?9 , 053 22 2ag
io. xooc . 0 7- 0 ,o'L'. 4~ 202Z ~ -
GLASS (diraetion hced)
ll. ~01-e'T1i ~7Qj .5(e 2PJ ~(o ~
22• EAST a , 5(, 9 ~e~3
13. ~f0u'iH ?I , 5~ Zd f7~(c
14. Skylightr
BODY HEAT GAINS ~1
15. Sensible '/4 No, of people x 225
16. L,etent (quiet) ~ 4'No. of people x 175
17. Latent (ective) - No. of peopte x 450
EQUIPMENT HEAT GAINS
18. Electric ]ights Watts x 3.4 7 SO
I9. Eleetdc motors (rote] H.P.) x 2545 x Power Factor
E0. Other electricel equfpment
81. Gas burning equipment C. F. Fi x 1000
Yl. Miscellaneous heat gains I
23. Miscellaneous heat gains I
19. TO'PAL HEAT GASN (SENSIBLE)
?5. 'I'OTAL HEAT GAIN (LAT'ENT) ~7°~50
16. Sensible heat ratio= I:err. 24 x 300 x 100 _ ~~~',~s = g5 %
Item 24 + Item 25 17. Temperature ot air supply 43;9 Dry bulb. 54 Wet bulb
!8. Totel air suPPlY= Item 24 _ --3;5i I BS C.F.M.
I.I. [room d.b. - Itcm 27 d.b.]
HEl.T IOAD OF VENTILATINC AIR 9. No. of people sC.F.M. per pecson= 25~ C.F.M. Outside Air.
0. Item 29 25~ x 72 in B.T.U. per C.F.M.= 670B.T.U. per hour
tl.q Total cooiing foad = Item 24 + Item 25 + Item 30 + 5`150.t Fj7ro'~ = C~Q r99 ~j B.T.U. per hour
2. Tonnage equivalent of cooiing load= Item 31 _ Q 4 i Q19 l~J Tons
12000 12000 . ~ 7
s _ _
Z8-~? T
/~U~LDiivCr /~~-o~ac !/Ay ~l~ Ctnirr/t
UA ,Yu.owSa t3Y GoD~ ~ U x A = U A
12oof- 0(o25 X 57w0
VVn,UL- 0 00
M~F r~ I ;Tt'-o T3y c.o~~
~(~Po~60 ~
~oo~ o .OZf,03 X ~7ca0 ` /5
4r'7'3 ` Zq~.(p
Wp,~~ d ~o52c~ x Z421
/~j'4~ Jp va~ 5 z a ~
~/i-~yotiGo uA /r ~rr T•r:cti ,9~wc,.~-~ ,'~y : ~
,
~nTi' ~ } r. i ~'ti,;' ; ~i~.'i•t~'r ~ IWt;lz~o,~-
. ~"w
I
minnesota department of health
717 s.s. delpwpro st. p,o. box 8441 minneapolie 66440
O (6171827•6000 i
November 9, 1987
P.Y.A./Moaarch, Inc.
c/o Doug Paquette
1420 Zarthan
Minaeapolls, Minnesota 55416
Dear Mr. Paquette
Res Building Block Dey Care, Eagan, Dakoba County, Plsn #80549
We have rseeived and reviewed the plans and specifications
covering the Pood and beverage serviae equipment layout to serve
the above-de$ignated prajeat. The plans and speolfioationa
appear bo be in general conPormity with the standarda of thla
Aepartment. However, the Poilowing adflitional information and
ahanges are neaessaryt
1. applic ble st ndards o£ bhert~aticnaluSanitation Foundationhe
2. of istainless ateel~ a nstruotion ~in oo pliancen with Standard
$2 of the National Sani tation Foundation (N8F).
3. plastie lamtnatet(formiaa)eFiniahgon any xfl a d surfacest a
4. Provlde adequate atorage faaSliLlea,
a. Employees personal belongings, ohemioals and maintenance
supplies must be sbored separate from ald e8elow food,
clean equipment and $ingle servioe supD
b. Food, alean equipmeat, linen and single service items
must be atored on ahelvas at least aix inches above the
floor.
5. eliminat s ondenmati n h v p raer smokeinfumes~or ~excessive
odors.
Canopy and hood construction muat meet the applieable
standarda oF the NationaJ. 9anitabion Foundation (NSF)•
ding
ventilatian
t134511460) h cove ig r ammercial t kitohen Minnesota
Code (
systems must also be met.
an equal opportunity employer
2'd H~JtiFIOW aV:9T 33, So 2lNW.
, .
P.Y.A./Monarch, Inc.
Page z
Nonember 4, 1987
6. Indicate floor, wall and oeiling finishes in the ;(a) food
preparation areas, (b) diahwashing areae, (o) storage rooms,
and (d) restrooms.
7. Floors in kitohens; other rooms where Food is atored,
prepared or washed; dressing or laoker rooms and toilet
roome, ahall be amooth, non-absorbant and easy to olean.
a. Quarry tile floora are etrongly recommended.
b. The miaiarum, aooepbable flooring ia oommercial grade
(1/8 inoh thiek), vinyl oompositlon tile with a four
inch hase ooving at the floor-wall juncture.
8. Wall aurfaces in faod preparation, diahwsahing and storage
areas shall be smooth, light oolored, easily oleanable and
non-absorbent to the highest 1eve1 of splash or spray.
a. 5heetrock with an enamel paint finish meeta the minimum
etandards for non splaah and dry storage areas.
b. Wall aurfacee in aDlash zonee or high moisture areas
sueh as dishwashing, hand and janitorial aink areas,
ete. must be finiehed with durabZe, non-absorbent
materials suah as:
1. A reinPoroed fiberglass-plastio panel (such as
glasabord or similar produet);
2. Ceramio tile=
3. Epoxy realn over waterproof sheetrock.
9. Ceilinga in food preparatlon, dishwashing, and food storage
areae shall be smooth, non-absorbent, light oolored, easily
cleanable, and muat not be perForated, fisaured or textured.
10. A12 equipment must be inatalled so that it ia easily
eleanable, that ia, either eaeily movab2e, sealed Sn place
or having suffioient apace surrounding the unlt to alean in
plaoe.
11. AJ.1 artificisl lighting fixturea located in food preparation
areas, food storage areas, dishwashiag areas and walk-ins
ehall be ePfeotively shlelded to prevent glasa 6reakage onto.
food or food aontact surfaaea.
12. Indinate the loeation and conetruetion oP trie restroom
Yaoilities.
13. Provide a separate moD sink.
HDJtjNOW Lb:9L 68. T0 rJHW
, .
P.Y,A./Monarch, Ino.
Page 3
November 9, 1987
14. The doors to the restrooma muat be self-elcsing.
15. The outaide doore must be aelf-oZosing.
The plana have been transmibted to our 8eotion of Water Supply
and Enginsering tor review oP the Plumbing ayetem. You should
hear from them in the near future.
At suoh time as aonstruetion or remodeling ie oompleted, pleaae
communicata with Mr. Dave GoFf ak 612/623-5340 fn our
Metropolitan District OPfiee in order ta srrange for a Pinal on-
sfte inspeation.
IP you have any que8tiona ponoernirig this matter, please
oammuniaats with us at 612/623-5341•
Sincerely your$,
Deve Goff, A.S.
Publie Health Sanitarian
Environmental Field Serviaes
Df3/ 1 w
b'd H08yNUW07:9j 88, LddCW .
GME CONSULTANTS, INC. ~
CONSULTING ENGINEERS
2083 East Center Cirtle / Minnea0olis. MN 55441 / 612/559-1 B59
Date: December 3 1487
Waterford Development Group
3300 Edinborough Way, Suite 406
Edina, Minnesota 55435
Attention: Granger Whitney GME Project No. 1.3171R
Structure/Project: Building Block Child Care Center
Location: Eagan. Minnesota
Gentlemen:
X Enclosed please find 2 copies of
_ _ Under separate cover
_ X- Field Report
Location Diagram
I_ Laboratory compaction data •
~L- Field compaction data
Dynamic Cone Penetrometer test data
Static Cone Penetrometer test data
Gradation test data
Sealed jar samples
Concrete test cylinder reports
Mortar test cube/cylinder reports
Masonry test reports
Bituminous test data
RemerkS: Fill undpr huilding maatc dpncity rpquirament.5
Copies to:
Sincerely,
GME CONSULTANTS, INC.
Wyatt A. Gutzke, P.E.
Soil Engineer
GEOTECHNICAL • MATERIALS • ENVIRONMENTAL SOILS
WILLIAM C. KWASNV. P.E. THOMAS P. VENEMA, P.E. WIIIIAM.E. BLOEMENOAL, E.I.T..
GME CONSULTANTS, INC. GME Job No. 1-3 Og,
2083 EAST CENTER CIRCLE
MINNEAPOLIS, MN 55441
Job Name&gg.B/~ ~au Gir~~fe^
Phone (612) 559-1859
Location ~c?i
TO DATE a /
SUBJECT S S?
MESSAGE ` p
w~
S,~ o
4.
; , %
. ~
C ~
i ~
~ / O ~~'OL? w
~/O Oi.sl L K/D
. r ~ • ~
42
SIGNED
qEPLY ~
f faken • 99if 9oN y~?y
/e ors 4 6: C
3~ Q 99 Q; a. ra~
y p
s o 9oa
6f
SIGNED OA1E
F135 GME CONSULTANTS, INC.
, GeotecMical • Macerials • Enwonmental
2083 East Center Circle
Minrreepolis, Minnesota 55441
(612) 559-'1659
MOISTURE - DENSITY RELATIONS OF SOILS AND
SOIL - AGGREGATE MIXTURES
DATE: 1I-18-87 GME PROJECT N0. 1308-A
130 PROJECT: Building Block Day Care Center
LOCATION: Eagan, Minnesota
PROJECT NO. - SAMPLE N0. 1
125
SOURCE OF MATERIAL: Off site
o SOIL DESCRIPTION: Brown silty, sandy clay,
W
9 120 with qravel
m
7 •
U
It UNIFIED CLASSIFICATION: ~
W
d
o METHOD OF TEST: ~'PM: D 698 Methad A
Q NATURAL MOISTURE CONTENT 20•0 %
a
I OPTIMUM MOISTURE CONTENT 10•0 %
~ 110
W MAXIMUM DRY DENSITY: 125.OpCF
0
~ CLAY PREPARATION: x
~ 105
Zero air void curve for
specific graveties of
2.80
too 2.70
2.60
95
90
85
0 5 10 15 20 25 30 35
MOISTURE CONTENT - PEFiCENT OF ORY WEIGHT
140 GME CONSULTANTS, INC.
, GeotecMical • Materials • Enviranmental
~ 2083 Eest Center Circle
Mirmeapalis, MirmesoW 55441
(612] 559-1859
135 MOISTURE - DENSITY RELATIONS OF SOILS AND
SOIL - AGGREGATE MIXTURES
DATE: 11-17-87 GME PROJECT NO. 1308-A
130PROJECT: Huildinq Biock Dav Care Center
LOCATION: Eacxan, Minnesota
PROJECT N0. - SAMPLE NO. z
125
SOURCE OF MATERIAL: Off site
0
o SOIL DESCRIPTION: Brown fine to coarse sand,
LL
U 120 with aravel, trace silt
m
~
~ UNIFIED CLASSIFICATION: SP
¢
W
Q METHOD OF TEST: AS'PM: D 698 Method C
o NATURAL MOISTURE CONTENT 5-8 96
a.
I OPTIMUM MOISTURE CONTENT: 6-9 %
~ no z MAXIMUM DRY DENSITY: 136_9 pCF
W
Q
¢ CLAY PREPARATION: -
~ tos
Zero air void curve for
specific graveties of
2.80
too 2.70
2.60
95
90
85
0 5 10 15 20 25 30 35
MOISTURE CONTENT - PERCENT OF DRY WEIGHT
140 GME CONSULTANTS, INC.
Geotechnical • Materift • Enviraranental
2083 Easc Cencer Circle
Minneapofis. Minnesote 55447
[6121559-1859
135 MOISTURE - DENSITY RELATIONS OF SOILS AND
SOIL - AGGREGATE MIXTURES
DATE: 11-17-87 GME PROJECT NO. 1308-A
130 PROJECT: Rvildinn Block Dav Care Center
LOCATION:Eaci,an- Mi nesota
PROJECT NO. - SAMPLE N0. 3
125
SOURCE OF MATERIAL: On site
0 SOIL DESCRIPTION: Brown siltv fine to medium
0
U.
c~ 120 sand with qravel, trace clay
m -
~
~ UNIFIED CLASSIFICATION: ~
s
w
a
OF TEST ~'PM: D 698 Method D
Q 115 METHOD
~ N MOISTURE CONTENT: 6•7 %
ATURAL
O
a
~ OPTIMUM MOISTURE CONTENT: ~-°!6
~ no
W MAXIMUM DRY DENSITY: PCF
z
~
r CLAY PREPARATION: -
¢
~ 105
Zero air void curve for
specific graveties of
t.2 80
1o 0 70
60
95
90
77-
85
0 5 70 15 20 25 30 35
MOISTURE CONTENT - PERCENT OF DRY WEIGHT
COMPACTION TEST REPORT VMt I:UNSULIANT5, INC.
Georechnical • Matenals • Envirormental . PROJECT AND LOCATION: 2083 East Center Circle
~.j Minneapolis, Minneso[a 55441
ARCHITECT OR ENGINEER: ~~Z,~~Aora.7Lfi~r~ ~DATE: 13'S7 t612) sse-iass ;
CONTRACTOR: GME PROJ. NO.: I,'~ Ok ~
OWNER/DEVELOPER: SUB. CONTRACTOR:
WATEH OPTIMUM FIELD p1AXIb1UM SPECIFIED
TEST COMTENT MOISTUBE MApK OENSITY DENSITY COMPACTIOM COMPACTION PASSED
YUMBER DATE LOCATIOM Of TEST ELEVATION (%1 (pcfl Ipefl I%) 1%1 ? COMMEYTS
~
fy'ev~ 75 s~ 75 )a 9 5
9l /O 1 2f,
3 e,y j iO I -Z 3 1,2 9 / -r/7r ?
1~1 i"!' c9
5 ~~~1 R~as /O l /a5 99
~
r,•~~~ ioG ~O~ ?6 /U l~N~ la~ 99 ~
% Cap~ Buy pi _ A4rtnd al Fitld OmwIY Mmurmunu: The abovs bst locations:
? ASTM 0 I557111Mod1W patul C ASTN 0 IS5615and Lwl ? Wero selec[ed by GME Conwhanu
C LSTY 0 6967E IStmmrA Frcmi p ASTM 0 2922 INwuul ? Were not zeleaed by GMC ConwltmL
• ` L
SUBSURFACE EXPLORATION
BUILDING BLOCK DAYCARE CENTER
SCOTT TRAIL & CLIFFVIEW DRIVE
EAGAN, MINNESOTA
WATERFORD DEVELOPMENT GROUP, INC.
GME PROJECT N0. 1308
Copyright, 1987 - GME Consultants, Inc.
. , .
GME CONSULTANTS, INC. ~
CONSULTING ENGINEERS
2083 East Center CirUe / Minneapoiis. MN 55441 / 612/559•1859
June 24, 1987
Waterford Development Group, Inc.
3300 Edinborough Way, Suite 186
Edina, Minnesota 55435
Attention: Mr. Granger Whitney GME Project No. 1308
RE: Subsurface exploration for proposed Building Block Child
Care Center at Scott Trail and Cliffview Drive in Eagan,
Minnesota
Gentlemen:
Following your acceptance of our proposal, we have completed the
subsurface exploration for this project. Enclosed please find the
results of our field exploration and the soil report we have
prepared. Two copies of this report have been sent to the above
address, and one copy has been sent to the Architect, EOS
Corporation. ,
INTRODUCTZON
The proposed development will consist of a single story building
with a footprint of approximately 5,900 square feet. The structure
is to have wood frame bearing walls with masonry veneer on the
' exterior. wall loads for a building of this type would usually be
about 3,000 pounds per lineal foot. As of the date of this
proposal, finished floor elevation has been set at 905, Paved
parking and entrance drive areas will be constructed to the south of
the building.
The purpose of this report is to describe the soil and groundwater
GEOTECHNICAI • MATEFIAIS o ENVIRDNMENTAL SOILS
WILLIAM C. KWASNY, P.E. THOMAS P. VENEMA, P.E. WILLIAM E. BLOEMENOAL E.I.T.
. 1
Mr. Granger Whitney 2 June 24, 1987
conditions encountered in our subsurface exploration; to review and
evaluate these conditions with respect to the proposed project; and
to present recommendations for feasible methods of foundation and
earthwork design and construction.
FIELD EXPLORATION/LABORATORY TESTING
Five borings were drilled for this project as shown on the enclosed
Soil Boring Location Diagram. The number, locations, and depths of
the borings were chosen by GME Consultants, Inc. Access to 3 of the
5 borings required offset due to the presence of a significant
amount of fill which appeared to have been randomly placed on the
site resulting in a topography that was not accessible to
conventional drilling equipment. The planned locations and the
offset locations of the borings are shown on the Location Diagram in
the Appendix of the report. Surface elevations at each of the
borings were determined by our crew, usinq a surveyor"s level. The
benchmark used for this purpose was the intersection of the center
lines of Scott Trail and Cliffview Drive. The site plan identifies
the elevation of this point as 903.81 NVGD datum.
The borings were drilled with a Mobile B-24 truck mounted drill riq.
Solid stem and hollow stem augers were used to advance the borings
full depth. Soil samples were obtained by the split barrel method
in accordance with ASTM: D 1586-67. The Standard Penetration Values
(N-values, blows per foot) recorded in the sampling procedure are
shown on the respective logs. The N-values are used as an
indication of the in-place density of cohesionless soils and the
6M[COMlYITAMi4.IMG
Mr. Granger Whitney 3 June 24, 1987
approximate consistency of cohesive or semi-cohesive soils.
Recovered soils were preliminarily classified in the field, sealed
in jars to prevent moisture loss, and returned to our laboratory for
final examination and classification by a Soil Engineer.
The drill crew monitored the boreholes for groundwater levels during
and after completion of the drilling. The readings which the drill
crew recorded are shown in the lower left corner of the respective
logs. A discussion of the groundwater conditions as found in the
borings is presented under the Site Conditions section of this
report.
The laboratory testing consisted of a Soil Engineer examining each
of the samples to determine the major and minor soil components,
while also noting the color, degree of saturation, and any lenses or
seams found in the samples. The soils were visually/manually
classified on the basis of texture and plasticity in accordance with
the Unified Soil Classification System. The letter symbol in
parentheses following the written description on the boring logs is
the estimated group symbol based on this system. A chart describing
the Unified System is included in the Appendix of this report.
The Engineer grouped the soils by type into the strata shown on the
logs. The stratification lines shown on the logs are approximate;
insitu, the transition between soil types may be gradual or abrupt
in both the horizontal and vertical directions.
We will retain the soil samples from this program for 30 days after
6ME CONBVITRNT4.IMC.
Mr. Granger Whitney 4 June 24, 1987
the date of this report. If you wish to have the samples retained
beyond this time, we ask that you please advise us; otherwise, the
samples will be discarded.
SITE CONDITIONS I
~
Topoqraphy/Surface Features
At the time of our field exploration, it was readily apparent that
the site had been covered with a considerable amount of fill
material which was probably placed without compaction. The most
recent layer of fill consisted of end-dumped loads from dump trucks,
and had not been spread or graded. Consequently, the surface
topography was very irregular. Based on weed growth on the surface
west of the fill, it appears that the site had originally sloped
downward from the intersection of Scott Trail and Cliffview Drive to
a pond to the west of the proposed building location. There was
also a drainage ditch which had either been cut or eroded into the
soil along the south side of the site. Most of the surface of the
site was devoid of weeds and grass, except along the lower regions
adjacent to the pond. There were no trees or shrubs in the
immediate area.
Soil Conditions
The soil conditions found in the borings are shown on the respective
logs. These conditions reflect our assessment that fill had been
placed on the site in an uncontrolled manner. We found fill in the
borings ranging from depths of 6 feet to as great as 8 feet. In
cr[eoxsuLrawn.iwa
Mr. Granger Whitney 5 June 24, 1987
borings 2, 3, and 5, fill was found to overlie black slightly
orqanic silty sand and sandy silt which was probably the original
topsoil layer in the area. In boring 4, very soft naturally-
occurring clay was found from B to 11 feet. The overlying fill
~ consisted of silty and clayey sand in a varible loose to medium ~
dense condition.
Underlying the fill and buried topsoil, we encountered medium dense
silty and clayey sand to the termination depths of the borings.
Groundwater Conditions
Groundwater was encountered in 2 of the borings, at depths of about
10 to 13 feet, which approximately corresponds with the water level
in the pond to the west. The water level surface in the pond was at
981.5 on the day we drilled.
It is our opinion that presently the groundwater table at the site
is probably at lower than normal elevation due to abnormally low
snow fall in the winter of 1966-67, and below normal rainfall in the
Spring of 1987. Thus, it is our opinion that the groundwater table
would rise in the future to a higher elevation.
Based on the conditions found in the borings, which in our opinion
would require soil correction in order to use footing foundations,
groundwater would not be encountered during the excavation process
to remove existing fill and buried topsoil. This may change in the
long term. After construction, based on a building which does not
have a basemant, but rather has a slab-on-grade, it is our opinion
eM[ consuaTSwrs. IMC.
Mr. Granger Whitney 6 June 24, 1987
that the groundwater table would not have detrimental affects on the
performance of the foundations.
REVIEW AND RECOMMENDATIONS
Discussion I
Based on our visual reconnaissance and results of the borings, there
is uncontrolled fill which had been placed on the site, directly
over the original topsoil layer. This existing fill, buried .
topsoil, and localized layers of very soft clay are not suitable for
support of the proposed structure on spread footing foundations.
Rather, we recommend that soil correction be-carried out, to include
removal of the existing fill and buried topsoil and replacement with
select compacted backfill. It would be feasible to reuse a portion
of the existing fill (brown silty sand) that was found on the site,
if this material is carefully stockpiled and segregated from
unsuitable soils and materials. It is our opinion that deep
foundations, such as piles or caissons, would not be economically
feasible for this project.
Zn our opinion, it would not be necessary to remove the existing
fill and buried topsoil from under the proposed paved parking areas.
Details on these recommendations are presented in the text of this
report.
Soil Correction
We recommend that existing fill, buried topsoil, and soft clay be
. OM[ COMBYLTWi4. INC.
Mr. Granger Whitney 7 June 24, 1987
removed to a suitable subgrade of undisturbed natuzally-occurring
non-organic medium dense brown silty sand. The excavation should be
laterally oversized beyond the outside edge of footing foundations a
distance of at least 1 foot for every foot of fill required below I
the bottom of footing, or a minimum distance of 5 feet. The ~
embankment on the west side of the building, adjacent to the pond,
should have a final slope no steeper than 3:1 (horizontal to
vertical). We recommend that the buildings be located no closer
than 15 feet to the crest of the slope.
Although the depth of excavation does not appear to extend below the
groundwater as observed on June 11, 1987, the water level may rise
in the future. We recommend that the excavation be dewatered during
the soil correction process. Excavating and backfilling under water
should not be permitted, since this can result in inadequate removal
of unsuitable soils, disturbance of the base soils, and development
of a slurry on the bottom which prevents observation and testing of
the base soils by an Engineer. It is our opinion that dewatering of
the site could feasibly be accomplished by using sump pits and
pumps, rather than deep wells or well points.
After the excavation has been completed and the bottom soils have
been tested and found to be suitable, backfill can be placed. We
recommend that the first 12 to 18 inches of backfill be a well-
graded granular soil having less than about 8% passing the No. 200
sieve, so that the soil can be compacted in the anticipated moist
conditions at the base. If the base is wet, we recommend that the
6Mf CONSYl1AMT5, IMC.
' Mr. Granger Whitney 8 June 24, 1987
first lift be placed and compacted without the vibratory mode of the
compactor, to at least 90$ of the maximum Modified Proctor dry
density (ASTM: D 1557). We recommend that subsequent lifts be
placed in loose thickness about 8 to 10 inches, to be compacted to
at least 93% of the maximum Modified Proctor dry density.
As recommended above, it is our opinion that some of the existing
fill can be salvaged for reuse as compacted fill under the
structures. If this is to be done, the contractor should develop a
plan as to how the existing fill will be removed and where it will
be stockpiled to avoid contaminating it with buried topsoil or
debris. Any debris or other unsuitable materials which are found
during the excavation process should be disposed of, and should not
be used within the new compacted backfill.
After the select compacted backfill has 6een brought to grade, the
building may be supported on spread footing foundations.
Foundations
The proposed building may be supported on spread footing
foundations, bearing on select compacted backfill. We recommend
that exterior footings be supported at least 4 feet below exterior
final grade to provide protection from frost penetration. Interior
footings should have the bottom of footing elevation about 12 to 18
inches below finished floor elevation.
Spread footing foundations bearing at the embedment depths
recommended above on select compacted backfill, may be proportioned
GM[ COXSUITAMT4, INC.
Mr. Granger Whitney 9 June 24, 1987
for a net allowable soil bearing pressure not to exceed 2,500 pounds
per square foot. This refers to the pressure which may be
transmitted to the bearing stratum in excess of the pressure from
the surrounding depth of overburden. The factor of safety with
respect to bearinq for this design would exceed 3. we estimate the ~
maximum settlement would be on the order of 3/4 inch. If the soils
are undisturbed and are not soft, wet, or frozen at the time of
construction, differential settlement should be less than one-half
this amount.
We recommend that continuous footings have a minimum width of at
least 20 inches, and that isolated column footings have a minimum
width of 30 inches, to avoid excessively narrow footings.
Excessively narrow footings can cause greater than anticipated
settlement due to localized shear failure of the soil.
Floor Slab Subqrade
The compacted backfill will form the floor slab subgrade. We
recommend that the final 4 to 6 inches of fill below the slab be a
medium to coarse sand with less than 3% passing the No. 200 sieve.
This material would serve as a capillary break as well as a leveling
course. We also recommend that a moisture barrier such as a plastic
sheet of at least 6 mil thickness, be placed over the subgrade prior
to placement of the leveling course. This would also assist in
reducing the potential for moisture to migrate upward towards the
base of the slab.
sr[ aoMSULrawrs. iwe. .
' Mr. Granger whitney 10 June 24, 1987
Appurtenant Structures
We recommend that the subgrade under all door entry slabs, patios,
or sidewalks around the building be constructed of non-frost
susceptible soils to a depth of at least 3 feet below the top of (
subgrade. The purpose of this is to reduce the potential for the
characteristic heave that occurs when silty or clayey soils freeze.
When such soils freeze, they can heave slabs and sidewalks, which
can result in jamming of doorways or damage to the building. An
alternative to using non-frost susceptible soil in the subgrade
would be to insulate the subgrade with a material such as Dow
Styrofoam, placed in accordance with the manufacturer"s
recommendations.
~
Pavement Subgrade
As recommended above, it is our opinion that it would not be
necessary to remove all the existing fill and buried topsoil from
under the pavement areas. Rather, the area should be leveled and
surface compacted to at least 93$ of the maximum Modified Proctor
dry density. The subgrade should then be test rolled following
Mn/DOT Specification 2111. Test rolling consists of traversing an ~
area with a heavily loaded piece of equipment such as a fully loaded ~
water truck or dump truck, while having a Soil Engineer observe the
tracks of the vehicle for pumping, heaving, or rutting. If I
unsuitable soils are disclosed in the test rolling process, they
should be removed and replaced with new compacted backfill. Soils
which are suitable but loose should be compacted in-place to
GME COMSULTLMi4. INC.
Mr. Granger Whitney 11 June 24, 1987
increase their density and stability.
The subgrade would probably consist of silty sand and sandy silt.
We recommend that an R-value of 15 be used in designing the pavement
structure. We recommend that you consider placing a geofabric over
the subgrade at the entry drive where traffic is concentrated. The I
geofabric, which can be a material such as Mirafi 1405 or Geolon 300, I
helps extend pavement life by reducing the amount of fines which
migrate into the base course ("fouling").
CONSTRUCTION CONSIDERATIONS
We anticipate that the groundwater table may be encountered during
soil correction on this site. As recommended previously, the
groundwater and any runoff which enters the excavations should be
pumped out; excavating and backfilling should not take place under
water. We recommend that the earthwork contractor present a
specific plan for dewatering operations, and that the equipment be
available on site before excavation is started.
The soils encountered on this site are susceptible to disturbance
when saturated and unconfined, especially when subjected to the
traffic of eonstruction equipment and workmen. Any soils which are
disturbed should be removed and replaced with additional thicknesses
of compacted backfill.
If winter construction is contemplated for this project, special
precautions must be followed. Some of these precautions are
explained in the enclosure in the Appendix of this report. Among
GMf COMSUITGNT4. INC.
Mr. Granger Whitney 12 June 24, 1987
the precautions the contractor should follow, is preventing the
soils over which foundations are to bear from free2inq before and
after placement of concrete and the floor slabs. Only unfrozen fill
material should be used, and the contractor may charge extra for
i
I maintaining fill in an unfrozen condition or importing unfrozen ~
fill. We recommend that winter construction techniques for
earthwork and concrete be discussed prior to the start of
construction.
The sidewalls of all excavations for this project, both utility
trenches as well as foundation excavations, must be properly sloped
or sheeted and braced in accordance with pertinent OSHA regulations.
We recommend that the contractors involved with below grade
construction on the site review OSHA Document No. 2207 to determine
the safe slopes that may be cut into the safe slopes that may be cut
into the soils of the types found at the site. The responsibility
~
to provide safe working conditions on the site is solely that of the
contractor. GME Consultants, Inc, will not accept responsibility
for determining, reviewing, or directing safe working conditions on
this site for foundations, earthwork, and actual building
construction.
GENERAL QUALZFICATIONS
This report has been prepared based on the soil and groundwater
conditions found in our subsurface exploration, and on the general
concept of the building design as related to us by the Architect.
6ME CONSYITAMTB. INC.
Mr. Granger Whitney 13 June 24, 1987
This report is intended solely for this project at the specific
location discussed. If there are any changes in location, size,
elevations, structural loads, use or nature of this facility from
that outlined in the Introduction of this report, or if our
understanding of the project is incomplete or incorrect, we ask that
we be notified in order that we may review our recommendations to
determine if they are applicable.
Variable soil and groundwater conditions were encountered on the
site. It is probable that additional variations exist that could
not be determined from the borings or during our site reconnaissance
and would not become apparent until construction starts. We
strongly recommend that the Owner retain the services of a Soil
Engineer at the time of construction to observe and test the
foundation base soils and to perform compaction testing in the new
controlled fill. We welcome the opportunity to provide these
observation and testing services for you.
The soil and groundwater cond'itions for this project were determined
at five locations. These conditions are pertinent only at the
boring locations and under the environment existing at the time of
our subsurface exploration. Variations in the soil and groundwater
conditions were found and additional variations probably exist that
would. not become apparent until construction starts. We performed
our subsurface exploration in accordance with the general practice
of Geotechnical Bnqineers in this, area. No warranty, either
expressed or implied, is presented in this report with respect to
6ME COMSULTANTS. INC.
Mr. Granger Whitney 14 June 24, 1987
the soil and groundwater conditions on this site. Further,
earthwork contractors and general contractors should not rely solely
on the information in this report in preparing estimates and bids.
Rather, they should perform their own subsurface exploration as they I
deem necessary and as they are permitted.
We appreciate the opportunity to be of service to you for this
project. If you have any questions regarding this report or if we
can be of further assistance to you, please contact us.
Since ely,
/
GM S L ANTS, INC.
illi C. K
Principal En 'neer
William D. Plate, P.E.
Project Engineer
APPENDIX:
Soil Boring Location Diagram
General Notes
Soi1 Boring Logs '
Unified Soil Classification Chart
Special Notes on Placement of Compacted Eill Soils
ASFE Notes Regarding Geotechnical Engineering Reports
WCK : WDP : kdk
I her•b certify thnt thi¦ ylnn, .yecSflcaHon,
was pr~paze by me or undoi my
ei r*
96
dlre ~ p rrid that 1 nm e duly
rl Enqinser uador tho
1~ • tanesota.
n
te ^ 1~f~ Ae4. . z 7
GME CUNSUITANT4. INC.
w ,
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~w...~~r r ~er a. wx. s. ar awr .,.wo'ur:.w. . .•.r~ • \ . ~Q~
. ` I _ ~ ~ . ~ u:'eo ~ , 0
_ ' - . ' r ,
j... ,
_ _ _ _ ry,:.- , ! • a • ~'a~- ^ ENCFPfARK: 1C7P DF hWJHpLE
' j B-z B_il. j" ELEVATION: 903.81•
_ 90 904.^6~''_:~,r..,
J„~/'~Wt9 ~l~ \16~ ~ .•'~`o~r .
" " -:l' - , ' •as~ ~ ~a
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. . % 1 ' ! / / ~ ~ W i1= ~ _ . _ _ . ~ . ~ - - ~ ~ p~\ • ~ a
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'
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' [yFRQA1l'Y11 L
SCALE
o~~ZO' p ~
SOIL BORING LOCATION DIAGRAM GME COHSULTANTS, INC.
BUILDING BLAO(.K CNILD CARE CENTER 2099 EAST CENTER CiRCLE
CLIFFVIEW DRZVE 6 SCOTT TRAZL MINNEAVOUS, MINNESOTA SSMI
EAGAN, MINNESOTA YJl1H SJCK 6-24-f37 1308
GENEAAINOTES
ORILLING iL SAMVLING 5'IMBpI.S:
SL . SS w9th Linpr
55 aplit Spoon - 1 3(8" I.O., 7" O.O., u0rss OS . pster1rsr9 Samoler - 3" ShelCV Tube
olharwiv noted HS . Hollow Stem Auger
ST . SnnIOV TuGe - 2" O.D., unless otherwise noted YVS . Wasn Samvle
AA : Puwer Auger FT . Fisn Trail
OB : Oiamond Bit - NX: OX: AX RO . Rock Bit
AS : Nuger Sample 65 . O.Ik Sample
JS . Jer Sample PM : Pressuremeter tes[ - in siw
VS : VaneShear
Standartl "N" Penetration: 61ows per loot of a 140 povnd hammar falling 30 inches on a 7 inch OD split spoon, except
where noied
WqTER LEVEL MEASUREPAENTSVPA80L5:
WL : Water Leve:
WCI : W>t CdV! In
OCI : DrM CavP In
4Y$ WhileSampling
WO : WhileOrilling
BCR : Bxfore Casinq Removal
. ACR: AfierCusingRemoval AB : After Boring
Water leveli indicated on [he boring logs are the levels mr.asured in the 6orin9 at the times indicateC. In pervious soils, the
indica[eA eleva[ions are consiAered reliahle ground water levels. In im4ervious soils, the accura[e de[ermination of 9round
water eleva(ions is noi possible in even 5everal days oMervation, and additional evidence of graund water elevations murt
be wu9ht.
' GRAOATION DESCRIPTION & 7ERMINOIGGY:
Coarse Grainod or Granular Soils have more [han 50% of their dry weiyht retained on a rh 200 sieve; ihey are dtsuiAed as;
bouic19r5, coS6les, gravel Or sand. Fine Grained Soils have 1e55 than 50% of their dry weiyht retained on aff200 sieve; they
are described az: clays or clnyey silts if ihey are cohesive, and siits if they are nonrohesfve. In addition to 9radaiion, -
granular spils are defined on tMe basis of their relative implace density and (ine grained 5oi15 on [he ba5i5 of cheir 5[rength or
. ConsiStency, and their plasticity. ' .
Major Dexriptive Term(s)
Componenc JOI Componants Also Percent of
OI Sample Size Range Present in Sample) Dry VJeigh[
AoWd^rs Over8in.1200mm1 Trace 1_9
Co6hles 8in. ro 3 in. Little 70- 19 1200mm to 75mm1
Gravel 3 in. to ~ 4 sieve Some 20 - 34
. . ' 175mm to 2mm)
$and # 4 to JI 200 sieve And 35 - 50
. 12mm to .074mm) . . '
. SJt - Passin0 {f 200 sieve
(0.075mm to O.OOSmm) . ' '
Clay Smauer ohan G.005mm
CONSISTENCV OF COHESIVE SOILS' Fic'LATIVE OGNSITY OF GRnNiiLP,R SOILS:
UncOnfined Comp:.
Svcnrph Ou, tsf Cnnsir:!anry N- E3lowsilc. P+.latiw UansilY
< 0.75 Very $uh 0-3 Very Lunse
0.75 - 0.49 Soit a -9 Loos, .
0.50 - 439 MaAmm IFirml 10 - 29 btedwm Densa 1.00 - 1.93 $iifl - ~7 - 4n Uense
2.00 - 3 94 Very SGIf , 50 - 80 ucry Dense 4.00 - b.00 Hmd 80~ F+1/emely Dense
' >8.00 Vvey HarA
. YMe COnWIiWTs.1NL
• . ' LOG OF BORING 1
PROJECT SITE Cliffview Drive b Scott Trail
i din Block Child Care Center Ea an, Minnesota
CLIE:JT ARCHITECT-ENGINEER
Waterford Develo ent Grouo EOS Cor ration
r ~ UNfANFINED COMPi1E55NE STRENGTH TONS/FT.2
IY
' W F -0-
LLi LL LL
1 2 J 4 5
m ~ Z DESCAIPTION OF MATERIAL 1- p WqTER
~ .2 w ~ = F m CONTENT %
W
• u Za ~ V ~m w
' V j ~ STANDARO PENETRATION (BLOWS/FOOT)
Q <
0. 20 1-
0 N a 3 N SUHFACE ELEVATION a w ~
'-t 904.6 feet w ¢ Z 10 zo ao ao so
Dark brown silty fine sand, roots-
1S5 medium dense - dam - SM - fiil 16 (2)
Brown silty fine to medium sand,
25S trace organics, gravel, clay;
4' difficult drilling near 1' deapth - 6(9)
loose - maist - (SM) - fi1I 1
3SS Dark brown clayey fine to mediiun 9
' sand and sandy clay - loose - I
45S 8, moist -(SC-CL) - possible fill 9
~
SSS 20
Srown silty fine to coarse sand,
• trace gravel, seams clayey sand -
mediian dense to dense - moist -
655 (SM% seams SC) 35 ~
Ehd of Boring at 15 feet
' Solid Stem Auger used full depth
Borehole backfilled with cuttings
' WATER IEVEL OBSERVATIONS BORING STARTED 6-11-87
w L. Groundwater not encountered ~ GME CONSULTAIYTS, INC. BJRING COMPLETED 6-11-87
fwufr'y • Mw.s~ • E~wwY
W.L. Qn 6-11-57 ~049frUnrGV RIG B-24 DRILLER TT'H
IW,L. Ieiel~+s~ess ORAWN WDP APPHOVEO WCK
JOBN 1308 HE 1 of 5
The stretification lines represent approximate boundaries
petween soil rypes: insitu Me transition maY be 9radual.
LOG OF BORING 2
PROJECT . SITE Cliffview Drive S Scott Trail
Huildin Block Child Care Center Ea an, Minnesota
. Cj,jM ARCNITECT-ENGINEER
Waterford Develo nt CrouD E05 Corooration
F IJNCONFwED COMPRESSIVE STRENGTH 10NSiFT?
' W ~ -O'
LL
1 2 3 4 5
LLi
w 0
DESCRIPTION OF MATERIAL ~ WATER
• m J Z F- O
CONTENT 96
w ] ~ 2 F_ m
LL Za J U . JF W
_ WF ¢ F a-~ a STANOARD PENETRATION (BlOW5IF00TI
<
. ~ a? ~ N - SURFACE ELEVATION a w ~
Z 902.2 feet N¢ z io zo a~O ao so
Dark gray clayey silt, organics - 28 ~
15S 1.3' medium dense - moist - OL - fill
Gray and yellow-brown silty fine '
sand, trace organics - mediwn dens 24 ~
2S5 dymp _ (SM) _ fill
~
3S5 Brown silty fine to coarse sand, 7 ~
trace gravel, clay - loose to
453 mediun dense - moist -(SM) - fill 17 ~
Black organic silty fine to medium
-rT 555 sand to sandy silt - loose - moist- 6 (Z)
, (OL) I
Brown clayey fine to mediLUn sand -
medium dense - wet - (SC)
6SS 11
' Ehd of Boring at 15 feet
Solid Stem Auger used full depth
Borehole backfilled with cuttings
waTER LEVEL OBSERVATIONS BOf71NG STAR7ED 6-11-67
w L. ! 3' while drillin GNSULTANTS, INC. BJRING COMPLETED 6-11-87
M~Ipo • E~~I~wa/
W LE dr' in ~v c^~ AiG 8-24 ILLER 7~
~_.1) w..a.sxa~
yy L ss ORAWN wDP APGROVEO WCK
1308 HE~r 2 of 5
- The stratilication lines represent approximate boundanes -
/ petweea soil types: insitu the transnion mav be gradual.
LOG OF BORING 3
~ PROJECT SITE Cliffview Drive S Scott Trail
Huildin Hlock Child Care Center Ea an, Minnesota
Cj,IEN'j' ARCHITECT-ENGINEER
Waterford Develonment Grou EOS Corooration
f- VNCONFINEO COMPRESSIVE STRENGTH TONS/Ff 2
' W tz -O'
LL 1 2 3 d 5
~ ~ J Q DESCRIPTION OF MATERIAL ~ 3O
w WATER
] ~ = CONTENT %
= aI' w Q V~ Q STANOARD PENETR•ION (BLOWS/FOOT)
w N Q < y SURFACE ELEVATION
898.0 feet v6i ¢ Z 10 20 3~0 40 50
-i
15S Gray silty fine sand, trace organic 15 ~
, medium dense - damp - (SM-OL) - fil \
2SS 3' Brown mottled silty fine to mediwn ?
sand to sandy silt - mediwn dense -
moist - (SM-ML) - fill
3SS Black organic fine san y silt to 5 ~
' silty sand, trace clay, gravel, ~
roots - loose to medium dense - ~
4SS oist - OL & SM - possible fill
SSS Brown mottled silty, clay fine to. 15
' coarse sand - loose to medium dense I
moist - (SC-SM)
12'
Dark red-brown fine sand - mediiun I
' dense - wet - (SP) 15 ~
6SS
' End of Boring at 15 feet
Hollow Stem Auger used full depth
Borehole backfilled with cuttings
. WATER LEVEI OBSEFiVATIONS BORING STAR7ED - -
w L. 13' while dtillin GME CONSULTANTS, INC. pJqING COMPLETED 6-15-87
1'wvUrl • MMwF • Fnw'nmw+J
WL 10.2' after dL1111t1C] ~u zue~c.c.vo-.. AIG B-Zq DRILLER TFH
W.L. I61i1559.+el9 DRAWN ~P APPROVED
J a 1308 SHE 3 OP S
The Stretilipation lines represent appro¦ima1e boundarieg
petween 5oil rypes: insitu the transition may De gradual.
LOG OF BORING q
' PROJECT sire Cliffview Drive & Scott Trail
e e er
CLIE•NT ARCHITECT-ENGINEER
Waterford Develo nt Grou EOS Cor ration
H UNCONFINEO COMRiESSrvE STHENGTH TONS/R.t
W ~ -0-
LL
1 2 a 4 5
ui ul
m ~ Z DESCRIPTION OF MATERIAI 3
O yyqTER
H
ru j w Z w m CONTENT %
2 W Y Q a S7ANOAHD PENETa•lON (8LOW5/FOOT)
r a~ w Q U 7 4
, O rt? 3 N SURFACEELEVATION~ 905.7 feet N¢ Z 10 20 _300 40 50
1SS 1
2SS Brown silty fine to coarse sand, 7 (g)
trace gravel, clay - very loose to I
3SS loose - moist -(SM) - fill 5 (D
'
45S 3 ~
, SSS Brown mottled silty clay, trace
fine sand, roots - very soft - \
11' moist - (Q,)
Brown silty fine to coarse sand,
seams silt - medium dense - moist -
6SS ~SM: seams ML) 15 (9)
' Fhd of Soring at 15 feet
' Hollow Stem Auger used full depth
Horehole backfilled with cuttings
WATER LEVEL OBSERVATIONS BORING STARTED - -
W.L. Groundwa er not encountered GME CONSULTANTS, iNC. gJqING COMPLETED 6-15-87
~.u.yt~ ww • t+....Tww
W.L. On 6-15-87 ~3 E. C.rnw ~ Ric B-24 ORILLER 'I'[4I
IW.L. ~ g ie,~"" i' ~,as••.~•55••, DRAWN WDP naaaovEO WCK
pe,, 1308 ISHEET 4 of 5
The stratification lines represeM approximate bounGaries
between soii rypes: insitu the transition may be gradual.
, LOG OF BORING 5
PROJECT SITE C11ffV12W Dr1VE S Scott Trail
Buildin Block Child Care Center Ea an, Minnesota
jaq'j' ARCHITECT-ENGINEER
Waterford Develo nt Grou EOS Cor oration
~ UNCONfINEO COMPRESSIVE STfiENGTM TONSR .2
~ W 1-
LL LL
1 2 3 d 5
m ~ Z DESCRIPTION OF MATERtAL ~ ~ WATER
W j CONTENT %
• Z wa
11 STANDRRD PENETRATION (BlOWS/FOOT)
Q <
N? 3 N SURFACE ELEVATION
Z 901.0 feet N¢ Z io 20 30 ao so
15S grown and dark brown stratified 9
silty fine to coarse sand and ~
2S5 clayey sand, trace gravel - loose 10
to medium dense - moist -(SM & f
' SC) - fill ~
3SS $ ~
6.5' Dark gray slightly organic fine .
4SS sandy silt - medii.an dense - moist- 21 ~
' Ehd of Boring at 8 feet
Hollow Sten Auger used full depth
Borehole backfilled with cuttings
WATER LEVEL OBSERVATIONS 80R1NG STARTED 6_19-87
~ GME CONSULTANT3, INC. BJRING COMPLE~D
W.L inn _ _ G4 zoe3 T e.~ c..v ~`~~~M°`~` FIG -M DRILLER 'IT'1Fi
c.~.
~_.k3 I.r...s. u....a. sl..i .
. W L. is~zlss4+es9 . DRAWN l'~P APPROVED ~K
JOEIN 1308 HE S Of S
The st2tification lines represent approximate boundaries petween soil types; insitu the Iransition may Ge gradual.
UNIFIED SOfL CLA891FICATION SYSTEM
(ASTM: D 2451)
Malor Nrisims M~~ TYVicd nrnM Labor~eory e1rlHrallan cAte.4
/O3p1~
N411-VadAqm~.h. PwtilArd `'~e
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i~ mi.turn.littlaorno/ina 16 DIO DiOx~m
c a c
a
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22 j U ~ GP P~IY Pedo'1 9r" PM~' h Not mwtinp ol yad/tion rpulnmonb fW GW
rM mixturw.littlo a m finw ~ q
C
ri Z r( t91 u~i
S r L ~c 4 SiIIY Orovels. PwN+snd4iM a y N~ Attv6vp limi~a Wlow••A••
•
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~ A6w~ "A" IInse with V.I.
4 I i e.eww«+ 4 md 7 M. ear
.u'. z v u q= de,lr~. a.. nyulrirq u.
paYN P'ti'a1s.9rn~l~enbdry '3 ~ AttKhrrp limin abore ..A„ of dwl rymEOla
w ~j G TiitUM IiM wIM V.I. PM[H tMw ]
w . . .
WeIlyraded unda. pravolly _ ~ • • • D" (D
c SW C.- pnta thm 8: C~ ~ Wtww~n 1 wd J
wWa. Iinle w no fina i~ . pio DIoXDao
a~
' u- PooriY Rwed aa.ny
o L Sp Nol mwtinp ail pndetion rpuinrmnt^ lor SW
~ 9 e V mA, 1if11e w no linn 'A o~ . . .
e jj y
c $ O 2 O s0
$ A: ` c d
~ c I ~2 ~ Q E AttsrWrp limiu Wlow••A••
0 0= SM Silty sends. sndiilt mi:tum ~$z$ n lina or P.I. Isa than f Limits Obninp In MtMW
Y ~ 0 %1 SOM With P.I. betNle11 I
~ 9` ~ g ~ I F n and 7 ve eo.drdL,. c..n
e
rpulrirp uw o1 dud rym,
~ ~ g Y o CleyH mods, und•dW mlx• ~ AtterWrp limiu obow ••A•• bols.
Sc tunf r lins with P.I. pne[m then 7
Q DOA
Inorgsnic filn and vary lina
ssnds, rxk flour, tilty or clay-
. ~ ML ey line senrh ar [Iryry siln 60
p ' witA sliqht PlevitiN ' ' - -
. ~t For clessifiption ol fimyrnnW
^ q ' Inorpenic ciey: ol low to rtM• wila enO tirw frsCtion ol tWna-
g a ~ dium Plssticity, prsvollY naY:. 50 preined soils.
_ q,. CL ynOY clays, silry ciqs. len AttvCerp Limits Ptottinp In
E deys MfcMd xte on botdeA'w Gsal.
~ h o f""UOro repuirinq us, 01 dusl
0 3 ' - rymbols. - ' c ~ OL Orpsnic siln md wpu~ic vlry K~ E9ustion of A-Une:
-
+ clrys o1 Iow plsrticity ~ PI.OJ3 (LL - 20)
g 'Y '3 70 -
Inorpanic silo, micaaouB a
c„ MH Oietomxaous fine unOV a pM MH
e : ulty :oils, eleeti[ silts a _ -•P _ g - - -
LL ~ 2 Y
Ino.p~nic cloys ol hipl~ Dl~ CL
' o CH ticity.lsttlsVs f0
s s E ~
•LM ~Q L• OL
Orpnic Noya o1 rtWium l0 1 ' . - -
OH nqh oleniciry. aWic siMs p IO JO 30 40 50 60 70 BO 90 100
LiWid Limit
vri md otnw nioniv uomic n..i<M wn
p nilt
= o
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? • IMPORTANT INFORMATION
" ABOUT YOUR
GEOTECHNICAL ENGINEERING REPORT
'.4oreconstructionproblemsarecausedbysitesubsur(acc MOSTGEOTECHNICAL"EINDINGS"ARE
conditiuns than any (Atbcr factor As troublESOme as sub- pROFESSfONAL ES7IMATES
swface problems can he. their frcquency and extent have
been Iessened considerably in recent yean. thanks to the Site exploration identifies actual subsurface conditions
Association o( Soil and Foundation Engineers (ASFE). only at those points where samples are taken, when they
~Uhen ASFE was founded in 19ti9. subsurface problems are taken. Data derived through sampling and subsequent
laboratory testing are extrapolated by the geotechnical
were frequently being resolveci through lawsuits. In fact, engineer who then renders an opinion about rnerall sub-
the situation had grown to such alarming proportions that surface conditions. their likely reaction to proposed con-
consulting geotechnical engineers had the worst profes- struRion attiviry, and appropriate foundation design. Even
sional liabiliry record of all design professionals. By 1980. under optimal circumstances actual conditions may differ
ASFE-mrm6er consulting soil anA(nunAalion engineers had the best from those opined to e~tist, because no geotechnical en-
pro(essional lia(nlify record. This dramatic turn-abou[ can be gineer, no matter how qualified, and no subsurface explo-
attributed dirxdy to client acceptance o( problem-solving ration program, no matrer how comprehensive, wn reveal
programs and materials developed by ASFE for its mem- what is hidden by earth. rock and time. For example, the
bers' application. This aueptana was gained berause cGents actual interface between materials may be far more
perceived theASFE approach to be in thnr owrc 6est ineerests. gradual or abrupt than the report indicates. and actual
Disputes benefit only those who earn their living from
others' disagreements. conditions in areas not sampled may differ from predit-
tions. Nothing can be done to prevent the unantidpated. but steps ran
The following suggestions and observations are oFfered to be taken to help minimize Ihar impact. For this reason, mast
help you reduce the geotechnical-related delays, cost-over- expenenced owners retain thergeolechniraf consultant thraugh the
runs and other cosdy headaches that can xcur during a constructinn stage. to identifyvariances, conduct additional
construc[ion project. tests which may be needed, and to recommend solutions
to problems encountered on site.
A GEOTECHNICAL ENGINEERING
REPORT IS BASED ON A UNIQUE SET OF SUBSURFACE CONDITfONS CAN
PRO]ECT-SPECIFlC FACTORS CHANGE
A geotechnical engineering repott is based on a subsurface
exploration plan designed [o incorporate a unique set of Subsurface tonditions may be modified by cons[antly-
proiec[-spxificfac[ors.These typically include: thegeneral changing namral forces. 8ecausea geotechnical engineer-
nature of the structure involved. its size and configuration: ing report is based on conditions which existed at the time
the location of the structure on the site and its orientation: of subsurface exploration, corutruclian decisions should not be
physical concomitants such as aaess roads, parking lots, basrd on a geotecfiniwl engineenng report whosr adequacy may have
and underground utilities, and the level o( additional risk been aflectrA bu time. Speak with the geotechnical consultant
which the dient assumed by virtue of limitations imposed to learn if additional tes[s are advisable before construa
upon the exploratory program. To help avoid costly prob- Cion starts.
lems, consult the geotechnical engineer to determine how Construaion operations at or adjacent to the site and
any (actors which change subsequent co the date of his natural events such as floods. earthquakes or groundwa[er
report may affect his recommendations. flucruations may also a!fect subsurface conditions and,
Unless your consulting geotechnical engineer indicates thus.thecontinuingadequacyofageotxhnicalreport.
otherwise, unw grotechniral rnainrcrrrtg report shoulA nat be used: The geotechnical engineer should be kept apprised oF any
• When the nature of the proposed structure is such events. and should be consulted to determine if
changed, for example, if an office building will be additional tests are necessary.
erected instead of a parking garage, or if a refriger-
ated warehouse will be built msread of an unrelrig-
eraceci one: A G EOTECH NICAL ENG W EERING
• when tne size orconfiguracion of the proposed REPOfZT IS SUBJECf TO
struaure is altered. MISINTE'.RPRETATION
• when the Icxation er unentation o( the proposed
strucnue is maiificd: Cosdy problems can occur when other design protession• .
• when there is a change oI ownership. or als develep thev plans based on muinterpretations of a
•!or appliwtion [o an adjacent srte. gcotechnical engineering report. To he!p avoid these prob-
AarnGYhmwlrnamrntannotaiurrrrnnnvbililuJnrpiohlrrnswhich lems thegeo[echmcalengineer,houldberetainedrowork -
muu Jevdnp 11 hr is not ronsultrJ dpn lartnrs mnsiJnrJ in his rryor(s with other appropnate design professionals to explain
devdopmrnt navrchanqed re!evant geotxhnical (indings and ro review [headequaey
DEVELOPMENT GKOUI? INC.
Date 3 l ~ TRANSMITTED
? Copy Of Letter
l C~Drawings ~ur[ ~wt„-n,,tv ~ l ~pr~-~'~
~,,E/~~~ ? Me randum v
To: ~ , Reports ~'T~~~~~
•C:~r ~J
~~-L . ? As You equested
37 S B'~r Your Approval
~ ? Approved As Noted
,u„~o: ~'1 For Your Info
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Re: N~ ~ ? Not Approved
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aterford tru9 lon oneultants, ln
3300 Cdlnq6ro h w~[y 8ulta 40e
~n&ii 6
(872)8354076,FAX(812)83&8889
Date
Reply
Signed '
TAVa-taford
DEVEIAPMENT GROLIP, INC.
C TRANSMITTED
~
~ tTl~coPy f ~YS~~
? Drawing~
( 0 Memorandum
9
1 ~ 'C1 Reports ~
~ *A-' You Re uestd
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Signed..
Rehder-Wenzel, Inc.
CONSUL rlNG fNGINffRS, LAND SURVEYORS
• 10100 Morgan Avenue South • 8loomington, Minnesota 55431 •(612)888-6636
November 5, 1987
EOS ~ , , • Gp~~vN'~ g .~,b~e
or61 vd. ~N°~wMN 1Ol'ea
- 684 Excel si ~
Suite One
Excelsior, MN 55331 ~s`2~g
Attn: Bob Hink
Re: Building Block Day Care (Our file 702-255E)
Dear Bob:
This letter will serve to document our phone conversations of 11-5-87 and
11-6-87, regarding shear walls on the proto-type Building Block Day Care
facilities.
Assuming north is up on the plans, plywood sheathing requirements are as
follows:
- All exterior walls are to be sheathed on one side with 1/2" structural
grade plywood, continuous from sill plate to double cap plate at top
of wall. Nail plywood to framing with 8d nails at 6" o.c. at edges of
panel, and with Sd nails at 12" o.c. at intermediate framing member.
Nails are to have a minimum 1-1/2" penetration into the stud. Exterior
walls shown as shaded on the attached sketch are to be used as shear
walls.
- Regarding interior shear walls, we found it necessary to employ some
additionat walls in the center core area as shear walls. These walls
have been shown as shaded on the attached sketch.
Interior shear walls in the north-south direction are to be sheathed
on one side with 1/2" structural grade plywood, continuous from sill
to cap plate. Nail plywood to framing with 8d nails at 4" o.c. at
edges of plywood, and at 12" o.c. at intermediate framing members.
Minimum nail penetration into studs is to be 1-1/4".
- Interior shear walls in the east-west direction are to be sheathed on
both sides with 1/2" thick plywood nailed to framing with tOd nails at
411 o.c. at plywood panel edges, and at 12" o.c: et intermediate framing
members. Panel joints shall be offset to fall on different framing
members on each side of the wa11, so that 4" nail spacing does not
occur at the same stud on both sides of the wall.
Alvin R. Rehder, R.L.S. Lowell E. Wenzel, P.E. John A. Kreusert, P:E.
Gregory R. Halling, P.E. Frenk J. Berg, P.E. Patricia A. Cole, P.E.
t-ir. Bab Hink, EOS
Re: Building Block Day Care
November 5, 1987 Page 2
As we discussed, framing for all interior shear walls shall be two 2x4
at 16" o.c., or 2x6 at 24" o.c.
Regarding anchorage of sill plates to foundation wall, or slab, exterior
sills can be anchored to foundation walls with 3/4" diameter anchor bolts
at 4" o.c.
Provide 3/4" diameter exp. bolts at 2" o.c. into thickened slabs at
interior shear walls.
If you have any further questions regarding this, please call.
Sincerely,
REHDER-WENZEL, INC.
Patricia A. Cole, P. E.
enc.
Rehder-Wenzel, Inc. -41111111p-
10100 Morgan Avenue South, Bloomington, Minnesota 55431, (612) 888-6636
~ BUILDING ~
- . .
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CARE CENTER
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DEVELOPMENT GROUI; iNC.
J~ate A-- TRANSMITTED
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ez ? Copy Of LgWer
Drawings ~ ~g
~ ? Memorandull~
Reports ?j
c-ft ? AS You Requested ~
57-74 ~
~ ? For Your Approval
? Approved As Noted
? For Your Info
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• CONSTRACTION CONSL[LTANTS, INC.
. GRANGfR B. WHlTNfY
I ~
3300 EDINBOROUGH WAY, SURE 906, EDINA. MINNESOTA 55435
. iEIEPHONE (612) 835-7O75, fAX (612) 635L869 I.
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' CONSTRL[CTION CONSiILTANTS, 1NC• '
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GRANGER B. WHITNfY I •
~ +1~ _ I 3300 EOM60ROUGH WAY, SUITE 406. EDINA, MINNESOTA 55435
TELEPNONE (612) 835-7075. ~ 16121835~6869
, I
DEVELOPMENT GROUI; INC.
Date ~ TRANSMITTED
FI/C/opy Of Letter4ccg
AtIIDrawin9s
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~ ~"emorandum&MVZ&-J G~Z~°?"`r s
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' Information on fire resistance rated assem- SUbStitutlOn Of flre f2t2fd8l1t stresses for both fire retardant treated and
eiies is round in: treated wood for untreated untreated studs are limited to those speci-
1. Fire Resistance Directory, published wood in rated assemblies Fied in the National Design Specifications
• by Underwriters Laboratories Inc., NoRh- for Wood Construction, as published by the
brook, Illinois. At present all fire resistance rated wood National Forest Products Association.
• Assemblies listed have all been stud assemblies have been tested using un- Fire Resistance Ratings of the American
treated lumber. Insurance Association, and Fire Resistance
tested in acwrdanceLFire Resistance Directory, published by Design Manual of the Gypsum Association
~Staridardl7L_283_(/KST.M Standard Underwriters Laboratories Inc, includes in do not specifically include fire retardant
E119). the Generai Design Information Section a treated wood in assemblies shown, with alf
' 2. Fire Resistance Ratings, published by statement allowing the use of fire retardant of such assemblies based on the use of
American I.nsurance Association, New treated studs as a substitute for untreated untreated wood studs.
York New York. studs in the various fire resistive wall de- Thetulltextofthecodeitselfonlyshould
s Ra:ings shown are based on tests signs current!y described in the Directory. in all instances be used in making the
conducted in accordance with ASTM NOTE: Dricon wood will meet requirements final decision on the use of fire retardant
E119, NFPA 251 and UL 263, of the Directoryasa substitute lorunfreated treated wood or any other material or
3. Fire Resistance Design Manual, pub- wood in tire resistive wall designs Design assembly.
I IishedbytheGypsumAssociation,Evans-
' ton, Illinois t
• Ratings shown are based on testing 1 The National Fire Protection Associ• been adopted by reference by the
in accordance with ASTM E119. ~ ation's Standard for the Installation of major model codes, and satisfies the ~
~Sprinkler Systems (NFPA 13) permits Life Safety Code. This is especially !
the omission of sprinklers from con- applicable to institutional buildings ;
cealed spaces "when the exposed designed with residential appearance. ;
' surfaces have a flamespread rating Thus, the proper use of Dricon treated
Iessthan25andthesurfacematenals woodcaneliminateneedforsprinklers,
e havebeendemonstratednottopropa in nursing homes and seniorcitizen ,
~gatefireintheforminwhichtheyare . residential centers in attics and other
installed in Ehe space." NFPA-13"fias concealed`spaces: I
~ - - - -
N
~ ~
V
~ . . ' . . r
~
~
19
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I
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tt- jzJg~ _ ~-4~
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Referenced publications for fire resistance been pressure treated in accordance Uses of Fire RetardantTreated Wood
rated assemblies: with AWPA C20 for lumber and AWPA 1 Noncombustible types of construc-
• Fire Resistance Directory, published C27 for plywood, may be used in speci- tion: Untreated wood is not pertnitted.
by Underwriters Laboratories Inc. fic components of Type 1 and Type 2 Fire retardant treated wood may be used ~
• Fire Resistance Ratings, published by construction, provided that the assem- in specific instances as shown.
American Insurance Association. bly in which fire retardant treated wood 2 Combustible types of construction:
is used shall produce the required Untreated wood is permitted, except that
Acceptance Criteria for Fire fire resistance rating when tested in in specific instances the use of fire retar- '
Retardant Treated Wood accordance with ASTM E119. dant treated wood will offer cost advan-
Section 1403.5.1 requires that: • Fire retardant treated wood, when sub- tages or ease limitations imposed.
ject
• Fire retardant treated wood, where r- to sustained high humidity or ex-
Pe posed to the weather, shall be further
mitted for use as a structural element identitied to indicate lhat there is no
shali have a flamespread rating not increase in listed flamespread aRer the
greater than 25 for a period of 30 weathering, in accordance with ASTM
minutes, without evidence of significant D2898. NOTE: Industry associafions
progressive combustion, when tested have recognized fhat the wording ot this
in accordance with ASTM E84. requirement is inapproprrate when re-
• Fire retardant lreated wood shall be ferring to the new generation of inferior
dried to a moisture content of 79 per- lireretardant treatedwoods whichhave
cent or less for lumber and 15 percent very low hygroscopicity. While these ,
or less for plywood before use. woods should not be used where ex-
• Fire retardant treated wood shall bear Posed to precipitation or direct,wetting, the identification of anapproved testing Dricon wood can be used effectively at
or inspection agency. humidities up to 95%. Future code revi- .
Section 1403.5.2 establishes limitations on sions will not require the ASTM rain test
" usE: for a product such as Dricon wood.
Ae(er to secfion on Properties of Fire
• Fire retardant treated wood, which has Retardant Treated Wood.
t:
G+ ¢ cC C6 ' i~ ~ ~.°.`"":'3'':.~`~; C.a.JSi.3 1n l' ~SOFp~ ["{7k";.s .ods?'C=~t_'~.E..: `4i ny, ! ry~JeS u I rT~.
'~le~$ ..1`Y.~:; Gv6c.i:1~'" ..s'~~i VQ~t~ v
Required Fire Resistance Ratings: • Speciticonehourrequirementsforten- 4. Nonbearing Partitions
1. Exit Access Corridors antseparationsinallcoveredmallbuild-Zero hours fire resistance rating.
Orre hour 2tin ~nt) ings (Section 630.3).
f g; except when occu 5. Interior Partitions
\ ] • Combustible kiosks in covered malls
load is under 30 it may have zero fire
~
resistance rating (Note g to Tabie 401-aIl'id are not permitted unless constructed of InstructuresofTypelandTypes2Aand28, Section 810:4). fire retardant treated wood throughout except in Occupancy Groups 1 and R, parti-
(Section 630.15). tions of single thickness constructed of fire
• When automatic fire suppression sys- 3. Dwelling Unit Separation retardant treated wood may be used to
tems are provided, exit access enclo- subdivide a space provided:
sures may have zero fire resistance rat• One hour fire resistance rating in dwelling o 7he area subdivided is occupied by a
ing in specitied occupancy groups (Sec- units single tenant, does not exceed 7,500
tion 810.4.1). ror exit access corridors • The code defines a dwelling unil as a square feet beFrveen fire separa:ion as-
in highrise buildings of Use Group B, unit providing complete, independent semblies or fire walls, and such parti-
R-t and R-2, refer to Section 629.3.1.42. living facilities for one (1) or more per- tions do not establish a corridor serving
• Exit Access Corridor is defined in the sons including permanent provisions anoccupant Ioadof30ormore(Section
code as that portion of a means of for living, sleeping, eating, cooking, and 1405.9).
egress which leads toan entrance toan sanitation (Section 201.0). Exit ~
exit (Section 201.0). Direct exit access
shall be provided to required exits Fire recardant wood is permitted m~
through passageways, aisles, or cor- in fire separatlon walls far: ~
ridors (Section 810.1), NOTE: The terms
"corndor; "passageway; and "haliway"
. are usedinterchangeatily in the cOde. Relerenceis made to a delinition of 1• Exk Aeeess . .
"corridor" in thecode as: A haNway, Comdor . .
, passageway or other compaRmented y. Tenant Spaoe y V,
space providing the occopants with Separation
access to the required exif(s) of the - building or Iloor area (Section 201.0). . 3. Dwelling Unit
. . .
2. Tenant Space Separation Separation
One hour fire resistance reting for Type 1 4. Nonbeadng S. Interior -
and Types 2A and 28. Zero fot Type 2C. Partitions Partitions
6
i
Definitions and Properties of Fire R2tardant Treated Wood (cont.)
Types Moisture Content Properties of Conventional ,
Interior: For use where not exposed to Moisturecontent limitations after treatment Interior Types
weather or sustained high relative humidity. are notapart of the requirements forthe UL Moisture absorption, or hygroscopicity, is
Note: Industry associations have reco ~bel. However, all model codes specify'
9 maximum moisture content for fire retar- high in some conventional fire retardant .
nizedlhaf the wording oI fhis requirement is treated woods impregnated with mineral
inappropnate when referring to fhe new dan[ treated wood. In all cases, require• saltsThe salts, such as ammonium sulfate,
generafion of rnterior fire retardant treated ments for such maximum moisture content remain water soluble and pick up moisture
woods which have very low hygroscopicity. should be included in specifications at higher relative humidities
While these woods should not be used Free moisture primarily, and in some in-
where exposed fo precipitation or direct AllOwBble StfeSS2S stances the salts themselves, tend to cor-
wetting, Dricon wood can be used ellec Allowable stresses forfire retardanttreated rode metals (such as fasteners and hard-
tively at humidities up to 95%. Future code lumber generally require reduction from ware) in contact with fire retardant treated
revisions will not require the ASTM rain test those for untreated lumber. Action by the wood. Thus, fire retardant treated wood
for a product such as Dricon wood. National Forest Products Association has treated with mineral salts is generally not
EMeriar: Principallyfor use where exposed resulted in removal from the Nationai De- recommended for use in areas subject to
to weather, but mayalso be used undersus- sign Specification of the.reference which sustained relative humidityof over80 per-
tained high relative humidity conditions sanctioned use of an across-the•board 10 cent
percent reduction of strength propeRies Finishes for conventional interior type fire ~
Id@fitlflCB#IOfI forfire retardant treated wood. The re- retardant treated wood are generallylimited.
sponsibility of providi ng design values now
Ail the model codes require identification or Excessive surface moisture due to high
markings of a nationally recognized tesfing rests with the company providing the moisture absorption may cause coatings to
agencyoneach pieceoffire retardanttreat- treating and redrying service. Contact the fail, and stains and sealers are difficult to
ed wood. manufacturer for strength reduction data. apply satisiactorily. Vamishes and acrylic
A generally accepted identification under properties Com mon latex coatings generally give the best
the model codes is a label of Underwriters results
laboratories Inc. (UL), indicating that the To All Interior TypgS
surfacebumingcharacteristicsclassifica- Fabricationisexecutedwiththesametools Properties of Dricon°
tion assigned is: as for unt2ated wood, except that car6ide- FRT Wood
•.FR=S GiassifiCat+o'n. Tfiis den(ites that; tipped saw blades are recommended for
c Jthe lumber or plywood has a flame- cutting Dricon treated products provide ali the fire
spread and smoke developed value of 1 Fire retardant treated lumber may be field- retardant properties of superior FRT woods
25 or less. Furthermore, when the ` cut to length without the necessity of apply- for rain-shielded applications. They:
normal test is extended from 10 miir ing a treating solution to end cuts Fire retar- • Reduce flamespread
. utes to 30 minutes, flamespread sti11 , danttreated plywood maybefieldcutatany • Reduce smoke development
maynot exceed 25 and there can be) plane. • Help wooden members maintain
noevidenceofsignificantprogressiveAppearance and color of wood will be affect- structural strength in fire.
ed to varying degrees. Along with some
Whenfire retardanttratedwoodisex osed g~inraising,colorchangewillbeiromslight The Dricon treatment has been given an
P FR-S rating by Underwriters Laboratories
to the weather or to sustained high humidity, to considerable depending on the species of Inc.Thismeansithasatestratingof25or
the codes require a weathering test, gener- °1O°d treated lessinllamespread and smoke developed.
ally in accordance with ASTM D2898. The Lighf sanding orwire bcushing maybe used Further, when the 10•minute tesi is ex-
UL label for material complying with such a to remove surface defects, such as raiseci tended to 30 minutes, flamespread is still
requirement bears the additional notation: grain or chemical deposits on wood to be 25 or les§ and there is no evidence of
'There is no increase in the listed classifica• exposed in the finished work Special hand- . progressive combustion.
tion when subject to the standard rain test" ling techniques may be specified to avoid Lp,N Hygroscopicity. Dricon fire retardant
sticker marks on lumber to one inch in chemiralsdonofcontainsulfates,chbrides
thickness and on plywood to 3e inch in
thickness or ammonium phosphate that contribute to
hygroscopicity.
Dimensionai changes due to varying inter• Diicon treatment leaveswood with moisture
nal moisture content are similar to those for absorption approximafely equal.to that of
untreated lumbec untreated wood - as indicated in the graph
shown here. Thus, Drrcon treated wood can ,
be used effectively in places where the
humidiry reaches 95%
4
, , .
~ ~ - _
MEMO TOs JAY BERTHE - POLICE DEPT. r-
CRAIG KNUDSEN, ENGINEERING TECH.
TOM COLHERT, DIRECTOR_OF PUBLIC WORKS
JIM-STURM, PLANNING DEPT.
JON-HOHENSTEIN, ADMINISTRATION
BILL AKINS, ELECTRICAL INSPECTOR
JOE CONNOLLYt WATER DEPT.
FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS
DATE: gEPTEvnAfi~~ t(~~ 1g8`~ • ±
The preliminary construction v~
plans Por :2 lA?l.'p1NC+ ~Lpc1C IqCAIQE
' are in our plan review section for your review and comments.
Please return this form to Steve EIanson with your initialed comments and the
date of reviex. Failure to return form to Steve vithin five (5) daYs vill be
coasidered your approval. If you have any objections to approval of thesa
plans, it is your respon9ibility to notify this department and resolve any
probleas.
Thank you.
.
;
/JS
. . .
, -t
MEMO T0: JAY BEATHE - POLICE DEPT.
CRAIG KNUDSEN, ENGINEERING TECH.
TOM COLBEftT, DIRECTOR OF PUBLIC WORKS
JIM STURM, PLANNING DEPT.
JON HOHENSTEINv ADMINISTRATION
HILL AKINS, ELECTRICAL INSPECTOR I JOE CONNO(.LY, WATER DEPT. lz
FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS
DATE: gE PTEvr?R6R,~ 1(9 1 19$`~
r ~ The preliminary construction
plans Por :2 U1l,D IN W Z LocK 'DA~,C4RE
" are in our plan review section for your review and comments.
Please return this Porm to Steve Aansoa with your initialed comments and the
date oF review. Failure to return form to Steve vtthin five (5) days vill be
coasidered your appropal. If you have any objections to approval of these
plans, it is your responsibilit to notify this departme t and resolve any
probleas.
Thank you.
`
.
/JS -
,
MEMO 20: JAY BERTHE - POLICE DEPT. -
CRAIG KNUDSENt ENGINEERING TECH.
TOM COLHERT, DIRECTOR OF POBLIC WORKS
JIM STURM, PLANNING DEPT.
JON HOHENSTESN, ADMINISTRATION
BILL AKIN3t ELECTRICAL INSPECTOR '
JOE CONNOLLY, WATER DEPT.
FROM= DOUG REID, pEPARTMENT OF PROTECTIVE INSPECTIONS
DATE: SEpTEmpER, t&~ !989
The preliminary construction ~
plans for 2UtL,'pIN(' $LOCK T)qy t.qRF
' are in our plan review section For your review and comments.
Please return this form to Steve Aanson with your initialed comaents and tha
date oP review. Failure to return Porm to Steve vithSn five (5) days xill be
considered your approval. IP you have any objection9 to approval of these
plaae, it is your responsibility to notify this department and resolve any
probleas.
Thank you.
/dS Vf
MEMO TOt JAY BERTAE - POLICE DEPT.
CRAIG KNUDSENt ENGINEERING TECH.
TOM WLBERT, DIRECTOR OF PUBL C WORK~
L, M STURM, PLANNING DEPT.
JON HOHENSTEIN, ADMINISTRATIO
BILL AKINS, ELECTRICAL INSPECTOR
JOE CONNOLLYt WATER DEPT.
FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS
DATE: 8- 2 6- 87
The preliminary " construction
plans for _ ,UU)LDiNG ELOCK DA Y Cf1RE Ce~
' are in our plan review section for your review and comments.
Please return this form to Steve fianson with your initialed comments and the
date of review. Failure to return form to Steve vithin five (5) daYs vill be
coasidered your approval. If you have any objections to approval oY these
plans, it is your responsibility to aotify this departmeat and resolve any
probleas.
` _
Thank you.
,
,
, : , , • `
,
/JS
. ' . . - . . .S.
. . . ' . . . . . . . . . .
. . . . , . . . . . . :i.
. . . . . . . . . . - . . . , ' :
, . . . . ; . . . . . " I . .
MEMO T0: JAY SERTHE - POLICE DEPT.
CRAIG KNUDSENt ENGINEERING TECH.
TOM COLHERT, DIRECTOR OF PUBLIC WORKS
JIM STURM, PLANNING DEPT.
JON HDAENSTEIN, ADMINISTRATION
BILL AKINSO ELECTRICAL INSPECTOR
JOE CONNOLLYs WATER DEPT. '
FROM: DOUG AEID, DEPARTMEN,T OF PROTECTIVE INSPECTIONS
DATE: 8- 2 6- E3'7
The preliminary " construction
plans for BUrLDiNG BtocK DAY CAkE CEIV76e
" are in our plan review section for your review and comments.
Please return this form to Steve Hanson with your initialed comments and the
date of review. Failure to return Yorm to Steve vithin five (5) days vill be
considered your approeal. IP you have aay objections to approval oP these
plans, it is your responsibility to aotify this department and resolve any
probles.s.
Thank you.
.
/JS
~
_ _ ;
`t
MEMO TOs JAY BERTHE - POLICE DEPT.
CRAIG KN[JDSEN, ENGINEERING TECH.
TOM COLBERT* DIRECTOR OF PUBLIC WORKS
JIM STURM, PLANNING DEPT.
JON HOHENSTEINg ADMZNISTRATION
~BILL AKINS, ELECTRICAL INSPECTOR
(~JOE CONNOLLYs WATER DEPT.
FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS
DATE: g- 2 6- S'?
The preliminary " construction
plans for &ie.DiNG &.OCK DAY CA,?E CEUTFJQ
are in our plan review section for your review and comments.
Please return this form to Steve Fianson with your initialed comments and the
date oP review. Failure to return Yorm to Steve xithin five (5) days vill be
considered your approval. If you have any objections to approval oP these
plans, it is your responsibility to notify this department and resolve any
probleas.
-Thank you.
.
/JS . . ; . .
, .
~ .
,
~i
MEMO TOs JAY BERTHE - POLICE DEPT.
CRAIG KNUDSENp ENGINEERING TECH.
TOM_.COLBERT, DIRECTOA OF PUBLIC WORKS
JIM STURM, PLANNING DEPT.
JON HOHENSTEIN, ADMINISTAATION
BILL AKINS, ELECTRICAL INSPECTOR
JOE CONNOLLY, WATER DEPT.
FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS
DATE:
The preliminary " construetion
plans for &It,D/N!> .BLOCK DAy CA,VE CE1vTEJe
are in our plan review section for your review and comments.
Please return this form to Steve Hanson with your initialed comments and the
date of review. Failure to return form to Steve vithin five (5) days xill be
"
coasidered your approval. IP you have any obfeetions to approval of these
plans, it is qour responsibility to notiPy this department and resolve any
probleas.
: Thank you.
„
>
. , . . .
.
° 7
.
Se~p.•-
,
~A5~~'`~'~-fS S7~neC•. . 1
~ q~
CALL LIST
ACCOUNT NUMBEliS FOR
BUILDING BLACK DAYCARE CENTERS*
TYPE OF WORK: CONTRACTOR: ADDRESS: PHONE:
HVAC Binder & Son 120 E. Butler Ave. 457-8781
61580 Dick Binder W. St. Paul 55118
Plumbing nState Mechanical 8610 195th St. W. 463-8220
61540 Marv Hines Lakeville 55044
Excavating NDH, Inc. 700 Industry Av. NW 427-4900
60220 Bill Miller Anoka 55303
Concrete & Masonry TCI 3209 W. 76th St. 893-9510
60330 Charles Peterson Edina 55435
Veneer Brick Superior Companies 1955 Cty. Rd. B2 633-3012
6420.01 R.A. Bollinger St. Paul 55113
Structural Metal Rohn Iron Works 16110 NW Jarvis St. 421-0635
60510 Elk River 55330
Rough Carpentry Riemer Const. 13750 Reimer Dr. 420-4050
60610(#136&132) Dave Reimer Maple Grove 55369
Rough Carpentry Doyle Const. 1068 Selby Avenue 646-8624
60610(#140&135) Mike Doyle St. Paul 55104
Lumber Sawyer Cleator 1400 Washington N. 522-3351
60610.01 Tim Stow Minneapolis 55441
Windows & Entry Gateway Glass 889 Pierce Butler Rt 488-0574
60850 Roger Schubring St. Paul 55104
Hardware/Bdlers Bredemus Hardware 1285 Sylvan Street 489-6250
Hollow Metal-60810 Dick Shibrowski St. Paul 55113
Drywall Sander & Company 2901 S.E. 4th St. 623-3313
60925(Drywall) Ken Madsen Minneapolis 55414
60990(Painting) Kevin Larson
Carpet Highline 2730 Summer St. NE 331-7847
60968 Charlie Stuck Minneapolis 55413
Carpet/Wainscoat Carpet Consultants 711 W. Broadway 566-7470
60995.01 Mike Henne Brooklyn Park 55428
VCT & Base- Acoustics Assoc. 1250 Zane Ave. N. 544-8901
Vinyl/Tile-60965.01 Ed Jacobson Golden Valley 55422
"
TYPE OF WORK: CONTRACTOR: ADDRESS: PHONE:
Painting Swanson Youngdale 6565 W. 23rd St. 545-2541
60990 Jess Route St. Louis Park 55426
/Special Coatings TSI 9803 Valley View Rd. 941-0750
V 60980 Dean Johnson Eden Pairie 55344
Testing GME Consultants 2083 E. Center Circle 559-1859
60177 & 10178 Bill Kwasny Minneapolis 55441
Concrete & Soil
Kitchen Equipment PYA Monarch 1420 Zarthan Ave. S. 542-0606
61140 Doug Paquette St. Louis Park 55416
Cabinet Work Country Cabinets P.O. Box 710 332-0815
61020 John Dressen Foley 56329 (Mpls.
Electrical Arcade Electric 608 E. Cty Rd D 483-5066
61640 Scott Corey St. Paul 55117
Sprinkler System Hayes Cont./Mech. 1010 Currie Ave. 541=1101 -
61550 Rick Pease Minneapolis 55403
Attic Hatch Bartley Sales 6509 Cambridge Street 929-0001
61067 Jim Freeman Mpls 55426-4401
Carpet Instal. Joh-Mar 14330 Ostrum Trail N. 433-5312
60995.01 John Block Marine on St. Croix MN 55047
Drapery/Blinds Aero Drapery 11965 12th St. 890-6393
61250 Nina Chiaro Burnsville 55337
Canopy Custum Canvas 3550 S. Hwy. 100
61312.01 Minneapolis 55416
Surveyors Schoell & Madsen 10550 Wayzata Blvd. 546-7601
V5024 Minnetonka 55343-5482
HVAC Trana 33650 Annapolis Ln 553-1060
61580 Plymouth 55441
Bathroom Access. Specialty Salea 2907 Louisana Ave. N. 544-1562
61080 Minneapolis 55427
Fire Extinguisher Nardini 483-6631
61052
*SITE ADDRESSES*
EDINA 4425 Valley View Road 920-3528
WOODBURY 8050 Afton Road 731-5222
BURNSVILLE 1885 East 134th Street 431-1802
MAPLE GROVE 8000 east Fish Lake Rd. 420-6643
~y?1~ P~.,~-fl..,-~~.~,,,~ H9Da
p . ~
4
`~'?I V~,~.o-~- 3 ~ ~-oo S~
p~'p MAY 6 10_
~
DEVELOPMENT GROLII; •ING
Date i~ 6a TRANSMITTED
? Zrawings y Of Letter
~ ?j SdtS Aj /-z-4j W& S 89
? Memorandum
To: ? Reports
? As You Requested
qS rcor
EFor Your Approval
? Approved As Noted
Z For Your Info
~ ffan.~zo,~crfrc-~ ~
Re: S S rr ? No pproved
~a~, .ac.c•n.u -
Per Your Requirements
yr-r~ Aw-r
?
Message ~ u Akrcl"r ~ ~ "M
,l~sE
NT~~dT~ ~'LL G.9 G!T ` !B-/ AG=cr1
~ Signe
kVatert r nstr ctton C nsultanta, Ina
O_E
Edina, MN 56435
Date (812) 835-7075, FAX (812) 836•6889
Reply
Signed
a ' ~¢.d'p~'~~ \
o fbi~C1. o~
pl&vm
~ Qa ~t ~~8~ f~kp1es w t!/0 no'{ ~oc~C~C~ q
/
.
~f7Y-3z4~
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AmmUm"DITION
•5~' ,t
~
Q ~ ~ S ~9 5414 E 172.01 - .
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\ 0 ~ SCALE IN FEET ~
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OU~LOT~ A :~~~a
z 50 25 0 50 100
~ , :,4.°,•i . ;~;v ' ~ Y:
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S 89 43 22 E 192.13 ~ s . ~;s _
; - ~-7,53 - r - -114.60-.-- t,T~ - ~o I ~
~ ~ • ~ NOTES
~ ~
~ y~cP~ , ~ W ~ DRAINAGE AND UTILITY EASEMENTS ARE SHOWN t
_ ~,t ~ ~ i _ o o » ~ THUS: o ~5
~ o N 89 43 22 W 166.71 , r.. ,
\ c ~ ~ N o - - - ~ 5 ~ - - - -
L = 89.93 - . ~ Z , o ~
~ r.' ; - I.,% i'i i ~ r:' _ ~ ~ ;'"•r R 114.5Q . ~ o = a.s~o'oo° ~ ~,r L = ~6.63 BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES,
i,,... CH = N 67°i3'2z°w ' ' _ ~ R 83.71 s ~ UNLESS OTHERWISE INDICATED, AND 10 FEET IN
$~.64 ~ LOT I ,i Q _ o ~ e R 9 38 45 45 ^ o i n ~ _ i ~ WIDTH AND ADJOINING STREET LINES, AS SHOWN
• • S 89 43 22 E CN - S 19 00 56 E R'o ~ ~ ~9R „ 2 - - 8 L 0 C K I , ~ 55:56 ON THE PLAT.
. ' ~ • ~ 'h~E~Z -62,-45- ~ ~ ~ ~ 5 '
(S ~ ~0~ / ~ , ) ~,y N~ 52 ~ BEARINGS ARE REFERRED TO THE SOUTH LINE OF
~a~ ~ S ~ ~ ~ S` 2' rn ~ a ~ti ~ CEDAR CLIFF COMMERCIAL PARK 3RD ADDtT10N
. ~ N~~ ~ ~Draina E (Jfi/rf . . ~ x~ ~ ~ - 9 ~ ~ AS HAVIiVG AN ASSUMED BEARING OF
y . ~ ~ . ~ Eascirtcrrt t~ . i Q~g ~ I N 89043~22~VU.
, 1 ' '~9 0 _ o ~ n - - - , , ~ u~~; -~~1~ N 89 43~2 W
. S...r ~ ' - ~ ~ 9 ~ 235.61 - , ~ 1 0 0
i 6~' , ~ _ 0 5 i~~ t~ DENOTES "RIGHT OF ACCESS" DEDICATED TO DAKOTA
- %j L - ~9.93 . --~a ~ ~ ~ ~ S ~ COUNTY. k.
R = 114.50 ~ 0 ..!•ty _ a r ~ ( '~r -
t ; , ~ - 45 00 00" ~ o c~~o - - - - - - - - - - l . r~.+.:A .~5 i . 1 . . 1 , t t«..; ~t ~ .
I ~ Q OQ~ ~ 0 S •r • DENOTES IRON MONUMENT FOUND t I/2" IRON PIPE)
, ~ ~ . . • ~ . . : ` =
" r (n . . . s i . . rs : o DENOTES IRON MONUMENT SET Cti : r-.' • . . ' .
. ~ I'7 , . ~ ~ `1~ ~ i.... . ~ ' (1/2° IRON PIPE BEARING REG. N0. 6274) ' •f•:`7%:..... .
~ 'i r ~ i~ ~w~ ' ~ ":s . •
. ~ ~ . ~ ~ . ~ . i. •
. ~ ~ ~ I'•~. ~ %•~ii . . , . . . . : _ : r
- ~ ~ ~ ~ ~ . . . ~ ~ ~ : .
. . . ~ . ~ . ~ O ~ ~ . i ~ ~ . . ~ . O S : M ~ t ! t(') ' r p~ p~ . o w . ; ~ . ; . M i f .'f i , } . _ _ . . . . . t
, , , ' , p o ~ , g, OUTLOT 6 0
~ ~ , ~ o, N p N ~ o ~ "O
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couNrY srArE a~o r~~wr. o. CCLlFF RD. [ )
SECTION 30, TOWNSHIP 27, RANGE 23
60 ~ ! 60
~ ~ - - - - - - - - - - - - - ~ ~ , . . 5. .
VICINITY MAP - ' . N ` v v v . . d
MOT TO SCALE o o n N~9 43 22 W 2~5.3~
~ a
~ : ~ . . . . _ wf ~l: ti , r+t j r•r-• F~i, ~p - S y
, .,?.I~J . ~ f
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SOU1H LINE OF SE 1/4,SEC. 30, T27, R23
i
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~
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. ~P,e;,r l Blk f . . . . , s C-EDAQ. CLdp/=
C-Obq~ r-iAt
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KNOW ALL M8N BY THASB PRESEPdTS: That Cedar Cliff Partnershi Webt a I~innE'Ysota general
P ~ partnership, fee owner of the foll.owing described progerty situated i.n the County of We do hereby certify that on the ~
Dakota,'State of Ma.nnesota, to wit: Minnesota, approved this l~t. the !~!T day of 19E3 the Cit;y Gounci]. of Bagan,
P
C1TY CO NCIL OF BAGAN, MINNB3QTA JBR4TA
Outlot A, CEDAR CI,IFF C~MMFRCIAL PARK AD1~I'PION, according to the recnrded plat t,hereof. ~ , ~ ~ a 13y ~ ~
I~S ~ ~ • I~e.
Mayor CIe `
Has caused the same to be surveyed and platted as CBDAR CLIFF COMMBRCIAL FARK 3RD ADDITION
and does hereby dedicate to the public, for ub li c use forever the dr~ina e end utilit i P , ~ y Pur~uant n Chapter 212, Laws of MinneA of Minnesota 1973 ~R gnd the Dakota County Cantiguous Plat
easements, and dedicate to Dakota Count,y t,he right of access a.s,shown on the plat. Ordinance, this pl t hAS bPen a roved tl PP l ~ ipproved this dsy csf 198e,
IN_idITNBSS WtfEftI30F, sa id Ced~r Cl i f f Pr~rtnQrship West, a Minnesota gerieral artnershi B~- , , _ ~ ~ a~ ~ ~ _ P P y - . has caused these prasents to be signed by its proper part,ner t.hi.H day of Cai•y H. Ste~~ son, Dakota County 3i
~ ~ 198.~?_. . i County Surveyor. 3ecretar,v Dakota County Pint CommiRSion ~
CEDAR LIFF PARTI3ERSNIP W~ST
A Min e ot Ceneral Partnecship
~ ~ ~ ~ ~ / ;
~ This pl.at of C~SflAR CI~IFF COMM~RCIAL PARK RClAL PARK 3RD ADDITION was approved pursuant to Minnesata f
, i Statutes Chapter 505 and pursuant t~ th It.s_ _~'~;t,v_.h,_____ _v_ a roved b resolution of i,hp Aoard r~f jant to the Dakota Caunty Cont igucus Piat Ordinanc;e and
PP Y ~e~ular ro~et.ing of said Roard ~his Q~ Ratii•d of Commissioners ni' Dakota County, Minnc:sota, at a
t .his Q17V day of F' , 1981___-
~ t ~ Attest,~~~~~ -
~y - - Chairman, County Board ~ Caunt.v Auditar ~ p
STATB OF MINNE OT CQ[3NTY OF ~
The fore~oing instr4 en,L was acknowledAed befoz~e me this _ day o#° _ ~ ~ hereby certify that the taxes for the ;
( i98 , hy ~J :.r~-, f=~-c, , ~ ~r~e~ of ~:e ar Ciiff .1f _ - -~1~' _ Ct3D R CLIFF CUMMBRCIAI, PARH 3RD ADDITIt~N i for the ~ ' year 192~ for t,he ls.nd e cribed ar this lat as ; ~ ADDITION have been paid ori this day of ~
Partnership West, Min :~sota Qeneral partnership, on behalf' of said partnership. ~gg
h . ~ By -
~ County Treasurer, Dokota o~nty, Mi ( ~ y~ ` , . . , . m ~ ~ff L e -~-~J oe~nty, Minne
~ z ~R , ~r„~~...~Si1~ ~ - ' V~~ ~ No . Fubl ic ' Count Minnesota ~,nsfer entE:red th:is A~- day of F 198~__ ;
~ ~.soia ~ Y o _ _ - - - y' ~a~ ,;~;,:w~YY ° M ,ommiasion Ex ires: ,y;~~ ; ~
~ . ~ r, , ti r~~w ~ ~ P _ _~.y_ _ Y No del.znquent tttxes d ~ and tr sfer ente
- , ~ . /
llakata Count, Audi~or ` Y ~ ° - ~
1 ~ r
I hereby certif,y t;h~t I have surveyed z~nd latCed the ro ei•t;y c9escribed on this lat as .
P P P P ~ , GEnAR C~,IFF CO~SMSRClAi, P~K 3RD ADDITTO~', that this lat is a carrect. re resentat.ion of
I~ ~ % said survey, that all distances ~re correctly shown on the lat. in feet and hundredths of Document Nu~ber P . ~ Cert i f ic:ate Number-
a foot, that all monuments have been correctly laced ir~ tt?e ground a;~ :3hcswn and thm~ ^ P 4 ;
there are no wet lands or public highws~ys t~ he desi.gnaied Ut.I1NP t;han aA Ehown. I hereby aer.tify that th's innLrum~nt was rument was fi led in the office of the Begistrar of Titles 1
~ for rec~rd on this p~~ day c~f of 1981 3t _Zl,' o°clock _,.M. anci was duly
recnrded in Boak of - - -.1r.Jr-- - on Page -
ftog J, an er~, L~nd 3urve~,yc,r v- Minnesoi,a Regist.rat.ion No. 6294 ~Y _,----C-
Registr~r of Titieb, Dakota Count.y, ~ - ta Gount.y, Mirinesota
STATr OF FITNNESOTA
COUNTY OF NC,v~vE~/nI ~
The fore oi.n Surtif~ or'. e~ ''r~~ K ~ y ~ C 6~,1f1,dLP, was r~cknowl~dged before ~e thi+s 2~' d~v uf , dvem he?' , l98 ~ b Ro J. Hansen I.and Surve or Minnesot No. 6 7
Y Y , Y ~ a Regietra,.SOn 2 4.
I
_ _ _ _ - -
, hotary Pwblic, /~En ~ .~n------ CountY~ Mintresota P !~$~~B ~d' ~SYtB~~~~$~y dbflUlxatp c~P' ~~Jk~~~:~. 4orbified to be e. true and cerreet oopy
_ My Gommission E,r•pirta:__l2_Z-qO of the or i,ginat dn f31e and of record iiR
my office ;.hi£t day of'('q«n.cbJ 15~q
Regiszrar of T3tlas
,
$y vepYEb)?
/ : 1NCq '
LANDSCAPE ARCHiTECTURE - ENGINEERING - SURVEYING
SHEET 1 OF 2 SHEETS
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, ~ ~~.A: ~ ~ ~ ~ 33~0 Edinbaurough Way,'Suifie'~0~
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~ . / . ~ r (N Edino; Minnesoto 55435
~ ~ ~ ~ :~r~ ~ ~ d~t,~ Telephone (6121 $35-7~75
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~ _ _ _ " _ ~ ' _ • t. ( D ° • ~ • 0 s • B e rM e 1 ~ . ~ /11 ~J~.~ . , . . . . ~ .
~ ~ ' , ~ ` i F f ~ ~ ~ C„~~~~ ~~"„~"1°~V
~ ~ , ~ ~ ; - - - AF~CHI"C~CTS ~ ~P~CE PI.~NN~~~a
' ~ ' ~ ~ , ~ M Gj,~1,~~- ~ ~ ~ 2 . ~ ~
~ ; E ~,^,F~ ~,~,~.~p,~.,~r.~ ; INTERIO~ DESIGNER~
~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ / ~ - ; _ ~~e wR~~~ s~r~~~r
, ~ ~ ~ ~ ~ - - - - - t ~ r~ ~ ~ ~r~~~+~~~ s~~ ~ ~-~r~~~ ~ ~ ~ ~ ~ ~ ~ ~ ,
G ~ v, J: ~ ~ ,A~~ f • i , 1 , . ~ . 1 . ~ ~ _ . , , . , ; j,~ ; ir' ~r r i ~ i e~!2 !t~'~~ ~i~~ . EXCELSIOR, MINNESbTR 55~~1 ~ ~a~~~,~ Pi~-~, csi2a ~~~-3~st ~ , _
f~ . . ~ ~ '~'MUfL !fA~(~r~ I~P'E(%~ . ~ I/21 f
1 ~ ' ' ; ~ - ~1 ~ t ; ~ ~ , , ~ ~ ~ ~ ~ ~ ~ ~
P~~?~ ~lr~NA~~ ; ~ CERT IF 1CRT ION: '
~ ~ ~ ~ ~ % ~ ~ ~ ~ ~ ~ ~ \ ~ ~ , ~ ~ ! ~ ~ "'~~~P~'~G'~ JU~iiP~~' ~ ~ ~ ~~I HERE9Y~~CERTI~Y:THAT THIB PI.RN, SPECI~ICRTION, C~i
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i~~r~;vo~~~ A ~ ~ ~ , , ~ ~ ~ ; ~ ; ~ - ~~N{~'~t~~~ ~~~~;~c~ ~,.~r,~~ ' I REPORT WAS PREPRRED BY ME OR UtdOER MY p1PEC1
~ ~ ~ ~ ~ i ~ ~M ~ ~ ~ K ~ l ; , i SUPERYISIDN ANO TNRT I AM R DUIY AEGISTEf~D
' ' _ , ~ ~ ~ ~ ~ ~ ' ' ~ ~ ~ ` - ~ { ~ /J~, I~U~~~'~ ~'~h~ I P~~~"' ~ ~ " ~ ~ ; ~ ' ~ ~ ~ PROFESSIONRL RACHETECT UNOER THE-~i.AWS t~'~ 1~ ~ ~J ~ ~ ~ I ! ~ ( ~ ~ STfltE,~A MINNESOTR. ~ ~
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. . ~ . ~ . ~ . f _ .i.~ . . ~ / ~ - COMM, NO.. 87132
~ DRAWN~
~ f . . ~ ~ . ~ ~~u~ t . DATE: 2ta~~~
~ . T ~ . ~9~ . ~ ~ _ REV:
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~ ~ , _ _ _ . _ . , ~ , ~ EX. 6"
~..,w ' . _ . • . . ~ALVE
~ • , ~ ~ T~mber 8order „
~ ' , x ~ . , _ ; ~ LOT 13 ~ ~ b ThiCk Peo Grovel
. ~ ~ ~ LEGEND ~ , ~ a ~ , - f , . - i ~ • / ~ ~ Plor Areo
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A.~ } ~ ~ . . . ~ . . ' , . . . --qoo-- EXISTING CONTOUR ~''i, € a a
~ ° ' SERVICES ~w~. . ~ ~~~~1 \ ~~C~\~ .~\,•%/i, ~ ' E ~ . ~~tdjr.,~ ~ .
. . ' . , . ~ `~0 - ~ s - ~ - - ~ ~ PROPOSED \ 900 CONTOUR , ~ - \ ~ ~ I Min dio. Compotted SubpraCe
~ . ~ ~ ~ Slone Apqrepol~ '~Z~•
- - 0 9007~-- - ~ - . EXISTING SPOT ELEVATION c, ~ ~ , , ~ , ,~~t~ ~ P~ P~~ ~ % ~ ' a i „ „
~ ' E~~ x(900.7~ PRQPOSED SPOT ELEVATION ~.,5 ~ / ~ ~ _ F, ~ 903 3 i ~ ~ Sid~~ to bi wrapped { Qor6 Perlorated P,Y.C. Pipe
. ~ o ~ P'~ ' ~ • FL4W ARROW~- ~ ~ _ / ~ ~ ~ ~1 GI~ y rilh Fiiter faDrlc w~aDOed ritA Filter Fobric ~ ~ (Miroii 1~0 N or epuivoient)
Y. , • . - ~ ~ so~ ` ~ . ~ ~G~t~ {Nlratl 140 N or see pions tor flowline eI~Y,
EROSION CONTROL BARRIER ~ a~ Q ° Q 5~' . ~Q~~Qd~~O{~ i . ~ ~ ~ 0 ~ J ~g~.~ ~ ~Qulrol~n!)
. ~ + ~ ~ / SE CORNfR OF L07 , BLOCK ? ~ . 6 -----0-- - - EXISTING SANITARY SEWER ~ ~ ~ ~P P~ _ ~ 2 , ~
f C£DaR CuFF tH~RO aDDrt~ON 903 a 6 ~ OAN, I~SOTA
- PROPOSED SANITARY SEWER 9oa.3 90a 9 \ ` gP ~ ' ~ o ~ ~ \ ~ ~ (J ~ ~
. I EXfSTIN6 WAT AIN NoRrHER~r ~iNE ov o T T c AR f Mn~ ~ C ERM U LO A, ED CUF CO ERGA L PARK ADOI TIOM - \ :
` - SOU7H t!NE OF LCT h2 BLOCK 2 CEDAR CUf~ THf RO A l7! ~ 9C3 ~ ~ ~ PROPOSED WATERMAIN , , DD oN a" PIMfS ~ ~ \ ~ FRENCH DRAIN THRU PEA ~ ~ ~ ~ ~
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~ - ~ v PROPOSED ST@RM SEWER 686.9 ~1NSTALL RISER TC ? ~LL RISER TO 893.5 . , - -
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~ , ' . , - - - ~ _ ~ ! ~ , \.L INV. 886.82 ~ ~ ;s ~,t. ~•.e v . " - ~ ~ ~ .j•.. . o ~ :n~,~,,,G4~, ~ V i " . . ~t~;•'ip- CONCRETE St1RFACE - ~'~`'F` • 909 b ° o i ~ 1,
. , . . " . , - . a / DRAlNAGE ANO UlIL11Y fASEMENT Y ~ ~ ° . F , RESTORE ROAD TO / ,...r w r B ~E ROAD TO ~ ,
v ~ ~ , , ~ ~ ~c''~'~' a ~ ~ ~ EQl1AL OR BETTER i 7 OR BETTER CANDITION , / 'Covcr
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, . - . ~ 19P4.8r ~ ~ „ ~ ~ ` ~ ~ $ . ~ r < . • G ~ ; : DEYEL~PER
~ ' > ~ O~ N ~ ~ ~ DETENTdON P.~{+I , ~ > ~ ~ :~~~f~~ :Sti~~ 1~~:.~4 ; ° ~ ^ . F \ ~ <<. _ _ ` ~ 5 . , A ~Y OTHERS~ . _ _ J v'o~, n L ~ ~ • ! ° ~ - RcmvaGlc Pluo on ~
~ CATCH BASIN CASTING SHALL 8E - ~02 , ~ o':, ~ ~ o ~ 9 , 0~ C~ , ~ ~ ; ~ p ~ Sevcr Ptpc
- NEENAM 3250-8 OR APPROVfD - : . ~ , A ~ , ~ ~ , , ~ ~ , ~ \ _ . ~ , : WATERFORO DEYELOPMENT GROUP,iIN ~ ~ ~ E ^ Vn1ve Boa Covcc. Top Sec~ton
Eu q~~ o a~ , ~ p; _ _ _ <A. - , , 9~4 5 ~ ~ d s , ~ o o.~ . . ` o , ~ ~ ~ 9 ~ ~~tn ~se~~~• ~dst o~ ~h~ Lid 3300 Edinbourough Woy, Suite 406
~ x o ~ ~ ~ ~ ~ ` _ ; , _ , , , e ~ , _ _ _ v'~ 9 ~ ~ 2 . F~y~... Y , \ ~ ~ ~ t/ S' ~ \ ~ , ' Edino, Minnesota 55435
; ? 39 : i., / / ~ N r. r ~ s / n~ ..r 4 ~ , ~ 9 / Y ' x.:) ~ ` T . ~ a ,.i~'~:• ~ ~ / ST.9 ~ `
902 0 a, r,,. / / . / ' O ~ ~ ~ ~ , , ~ \ : ' +r~y~~ p ` F , :d~. ~ ~ r / ' i ~:d'`' ' c+ . l. _ / . . 1W~~1 ` : -I,T~v:~- Sever S'~pe Telephone (6l2? 835-7075
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15 RCP ~ 1, ~ CENTER o PEb ~RAVEL o~, T`~ I _ t:: a. o.o o ~ INV APRON ~ , / ~ ' 905.b . INV 8`88.43 ~--r ` ~ elov ' r
r ~ FIRST F100R ~L. - a~~ ° ~~PLAY AR~A. ooe ~,s~ oaeo o , 1 ~ ~ ~ ~ r• •u ~ ~ ~ ` ~ ; . . o .e°..a...e I NV 900 86 ~ . Se~ei Pipt -ty ~ ~ 1
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. _ i o ~ e o~ ° oe ev ~ ~e e ° ~i ~ J `~1 ' ~ TRA H AYt ~ , ~ ° e ' • . e ~ . ~ E , . e~ ~ e o e eo. ~ ~ ry•~0 ' e~ e•` • ~ 1 D C ~ Pa 4 ~ d0.`. I e~ n e e e o. ~~~N 1~ , eae° °a+°~. ~ ~ V p C L E A N 0 ~ T D E TA i L ARCH ITECTS • SPRCE PLRNNERS
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tORM SEWER n~ 80 -~*'4~ ~ OT ~ ~ .l.r ~ . ~ , INV.9 0.5 0 ~ ~ ~ I I _ _ _ 470 WRTER STREET
f id'?it1~ ' a9 B' ~~:.i~~ ~i~ , ,i . . {h}~ f ~ N ~ 1`~ {DV~. ~i• 9 4. 21 s/ I ' ~ ! 'j4,4~ 8y J.• e~~s : ~ ~ ~ ~ ~ ~ ° ~ . x • 1904.81 . • , , , x. . 190 2 EXCELS IOR, M INNESOTR 55331
. . ~ , ~ , . I ~ ~ ; - ~ , ~ (612) 474-3291
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, r~` 1 ~ 4~ 9 4. 7) r~`' NIGH POINT . e~Ev e~o s "~y~4 ~1 ' 9 4 ^ ~ J ` w ~ t 902. I . ~M11 con~l~t of a r~ducUm in cna Aeiqnt ~ '9a2. ~ u. " ~ . , ? CERT IF ICRT ION:
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/ / ; ~ ~ 1 ~ , , a i.00 % , o , i , , , , ~ lc~rnc ~ ~ ~ 3 i Ct)Nt CtJI hi Ai V A~, E f( i t ~ ~ ' ~ REPDRT WHS PREPf#~ED 8Y ME OR UNOER MY DIAECT ' SUPERVISION RND TNRT i HN R DULY AEG1S7EflED
- G ~ ; , (h , ~ ~ ~ ~6 ~ 9y,~ -0 ~ 1 v - d , ~ _ ~.A~~ ~ i Ct)N~ CtJ~1q ~ i, ' . i~ti• II ' ~ ' PROfESSIONRL EN6INEER UHDEA THE LRkS OF THE
~ y~ ~ y. F I~ NG ' , , o ~ , ~ p } \ r~ ~f . ~ . ~ / u~Q , ~ o ~ ~I ~ ' ~ , ~ ~ STRTE DF MINNESOTR. ,
i `~2 ~ yg , 5 e ~ ~ ~ y - ~ ; ~ V J. J. ~9 ~ ~r \ ~ ~ ~ . ~ \ 8 ' ~ 1 i ti 903,T4 K1~~ , ~ , - t ~ ~ ' • ~ ' ~ ' ~i r~',~~C Q~
. ~ ~ ~ _ _ ~ ~ ° 5~< ~ ~ CONNfCT TO 18 C I ~ ~ ~ ~ 1 ~ ~ Bit~ ~~D (903. 24) . y~~ ~ , o 5~c ;1 ~ ~ SL~PE )/1• per ft. --+~-~T i~ UP OP, DOWN ~ ,~____-_,~r__ a.~ ORTE,S--/~ -~S AE6. NO- /S~OyB
. ~ . ~ ~ _ ~ --r* ~ ~ ~ BY T ~ , ( 04' f 2) , ~ ~ uMP ; ~ . 0 HERS~INV.900.29 ~ , I ' ~.~o : ~ _ ~ CI~aI 325Qa~ ~ AS REQ'D .
; ,Q 412! ~ , ~ ~ ~ \ ~ ~ 7= S o ~ ~ ~ .
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~ D. . `p;~. o , ~ ~ 9: : i ~ _ , / . . , d ~ Q ~ ~ P1 ~ ~ ' ~ o croHCxer~ ca+cazri oonc~ere i r N. Yet L F~~ x CL. e ~ per r Cu. TOt. Wt pe[ .
~ ~ / . ~ ~ G Lr ! I ~ , . ~a, - - 8,~1 (9~3.0) , Y ~ , ~ ~i / ~ ~ Q .9 - PO~NT Qf ~ !0 k i . . , ~ i e ~ - ' . \ P~~ wr n,. ra. v.r wr c~, ra. e.~ v? c,,. Te. ENGINEERS • SURVEYORS • PLANNERS
~ jr~s ~ ~ ~ ~ ~ ~ _ , ~ \ _ iav,~89y.s2~ HfGiNNtMG , Q . . u ~ 04.~ : , a ~ , '6~ B 6 I 2 C 0 N C 8 G I 8~J9~89iV ~ C4 - , ~•l ~r a.o~~~ u.t ie• o.ose7 i~.~ o.oc9o u.s ' SOILTESTING ~ ,
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~ ~ J i ~ G . " ; I 1 ~ ~ 11 ~ 183.75 , - . - dy c ¢ :i ~ ' B612 ~CONCRETE CURB & GUTTER
1 . . \ ey6 ~ 18 RCP~,.BY ~-OTHERS.. _ , ~ : - o "-7~- ~ ~.W ~,...E ST I ~o~~ u C,P ..°+~.~„s~ ` ~ ~ h 89 43 21"w ~ _ R 1. ' ~ S T I ~j02' ~8 9t'2 0 ~ • ~ MYVNETOnK~ MN 55343-5482 . .
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BY ~THERS i ~ - ~ I ~ ~ ~ _ _ _ - eY aTyFRS_ _ ~ f3~IL17~'"*~I ~ ~ ~ /~1 - ~ I ~
1 f • } ~ ~ ~ ~ ~ ; 89 1 . ~ - ~ ~ 902 ~ V ~ 6 ' ` 'r ~ - ~ ~ - E ~ ~ '
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~ - / . - - o ~ 909 1 .J f ; ~ ~ !
~ ~E CEDAR ~LtFF GRADlNG ~ I~0 fi~N o i~ i ~ ' , i ~
~ . ~ , CONTROL PIAN FOft FUTURE ~ADES ~ ~ " ° - ~ ~ ; ,
, SOUThEAST COR~JER F OUILOT A, , k 90?. PREPARED ~Y JAMES R. N I LL 1IdCc~ i o , gu3 0 CEUAR CL iFf COMME GAL PARK , a , ~ h73 0 ~932 T !
. . • ~ I ~ ~ . _ - ~ ~ . , ~ Q~DJTtOM : _,.Y._ .._._.w....y.~,~,.:.~..~ _ _ ~ ~ . : . 2 ~ I ~ ~
, - _ , CEDAR CLiFf PARKIN~ LOT 8Y OTNERS - . --i ~
_ _ . ~ Y' . \ L ~~4~ ~ Yeri~:: ~ I
6IME1Al MOTES . . K ~y ~ a ~ ~ N ~a ~ • ; W SE y f 1 r , ~ - ,
. E SI~' ~ , ~ E l . r ~ ~,r ~ N. , n I r e v 11 I e s~ d ~ i o o e t ~ C t r r ~V~ / ~~,.r ~er o ou~a o ~ ~ ~o e t~ r o ~ o e cn~i~ toc~cio~t D~IEI~iS~ Q . 1~ 11n0t . : . _ . . N r rou~C f~C ~ ~ 1 t~, N S A ~ ET~ . . . . S ' a ' . `h~, n . AJ I P:,k.~' VIE~+ GF P1+tP -
? rVtt Ot COnSiOe(tC IDD~OeI a tt O~ir. lnt .trlfl(~tton o( teCn liCtlilr. Inow~+ ~r n0( tno.~, tn<!1 pr Iht ~ . r _ . ~ , . ~ , , . . . . . . . . ~ ~ ' . , . rn~o~ci~ilttr ot tnc Cont~~ctor. : „ , : P.7. ?.f.
; NOTE~ EX. 6~~ VA V 111 wtrri~ll. ~et^o0s 01 tonttru(llon ~nd tUndirdti (o~ t~n1Ur~ seyrri ~n0 •+lr~uln to att tni t~tctt sUnda:~t ' r~lR~ ~~M+C, nRA/i L E AT 2! C' ~ h' ~
~~a so~c+r~c~cio~i ot t~e c~tr.o~ EA;Au i 'EM'~~e~ENa o~ tou~i ~,,.RS~, CLIFF ROAD . ~ ~ j~ f:! Slope ~
• . lu+'no~! ~(~t ~'tnw r~s~~~ ' ~O~lr~~tOr ~0 ~trlf~ IOU t10~ ~n0 (10~liet Of t~~tlln9 itK~L ~nC •~tt~ Iint 9~IOr 10 Intl~11~110n Of piv~nOfn9. , ~ ~ ' I ~ `
~ AIl ltni<tl l0 Ct COnntCI~O ~n ~(COrO+n~~ .Iin 10C~1 (odtt ~nClor ~1t111r Cowp~nitt ~tput.t+rntt. ~ 1~[~I~LL w . ~ . ' i . . . , ~ ~ ~ ~ ~ ~ ~ ~ - GRADIHG DaAINA~ . ~ i ~.C. F.:. venaG;e ~v I ~ ~
i , ~ ~ ! S~et Urr 4tK~ tt~+fCt D~Dt 1nG (1L11n0t t~~ll Dt PY( CO~fo~InQ l0 ~S1M N0. x11+•1L1, ~rp~ VSN SD4 JS. Cle~noutt ~ ~ ~ {
~ '{~111 CO~t~lt O/ 6' t 1' .rt tu~~e0 vD, tlpo. ~nd rlter .tln ~ t~r~tadtd pluQ It (ht {u~~Itf. ` ' . 6~ ~ ' v~~j~~~ UTILITY a~ Eaosi
~ ~ S) All trMC~t{ unOt~ O~OOOSt,E O~rt~t~t 5~~11 Dc oK11111~d l0 SuDOnd~ rt~r~tiDn rltn LWp~(te0 ~Dpro.r< ~/~nul~r ~ L weriv~ y>~~ ; . ELEVATION OP RA1lP ~ O~
. ~ ~ull~U11. I~nOSUptC Or NS{ Ir~~S 10 ~ p0 n, !~OOI Gtl~. lln4~yn Gr~Ot u3~n LMp~:I~C kp~~0•tC ~~~u~1~ ~ . i~ 9 ~ . 9 6 COHTROL PLAN
Nlttt111 rt4n ttVlnOt~ OtinQ ntnC U~D~C tODt011. . ~ • - c,,,~ or ~ ~ '
; 6i BIIY~~~OYS D~~t~~~ for ~1i.0~rlseq ti0~uti tn~ii Dr 5 ton a~slGn „tin,,~ 1" Dttu.~nous .r~.+n9 co~rti~ I~D01 ll~l} o~ ( ~ a ~ ~ 6~ C~uS~tC ~Sqreqitt G~it Covrtr (~+041 C1~tS S roCllteC, 1401 Crvar~ea pw rr~ tton~I. ptt~.tnov~ p~.ewenl for ~ (VD ~nd CvR~r ~r S~'~..--^• . I' ~ . . ~0 ~~.,,,,~~i~
~ ii7 a.~~~~p l~~rs sn~1) pe 1 co~ aeitq~ ustnq D1(~wlnOvf ye,r~nq co~~tie (?~pDOT t1t11 0~ ~ 6' cro~ma epp.rp,~c i ' • ! 7 ~ -T---
D~tt t0u~it (~r+O~T (l~ti S ~o4lfltd, IOCs e~~c~ea a~~~.r cto~~). iil CtStl. (~t iop Of t~+t C~r~~t0 ~99rrp~te ~ D~tt COUrit fMll Dt )/t' •inui 9r~d~f10~, I~t tnlirt 1v0~~~dt SMII p~ SMprC, CO~p~CltO ind rOlltd Drlor t0 " ~ . . . " ~ or ~.~n
pllCinq Dite COurtt. lou I t0(I SpOti In tu0qr~0~ tnCOu~tered Oorlnq p~.t.wnl ConilruCllon tn~11 D~ un0or(vf ~n0 • . y , ``M` COMM. NO.: 87134 sec~ton x-~
~ . i ~ rtpi~CH ~1tn ~ tnlUtr rolled ttont D~tr tectlon rtt~ tnr cont~ct b:t.RCn t~t o~ct ~nd toit tu09~~a Oviny ~ tnln ~ I~)tr Of I1wtStOnt tC~tenlnqS. AI1 y Itrl~l! tnd .rt~oES 0~ COntlruCtipn f0~ D~vt~enl f~~ll ~tel tM Cit~ 0( ~ ~ Ho'ta: rn. o~~e .~e c~rc o~ ie. . r. ~.,a r~~ ; . ORAWN~
~ ' E,,,~~..w~ Sl~nd~r0 SptC111C~~10~t (0~ UlilllY ~nC j~rtef ~a+tlruCllon. 1n~ rtfult ~rt~ il~p ~n~ll pt 6~ tn1C1, ~ ~~,«.t. ~~~t o, ro~~,.~. ~~~o .~a qv<<,~ „,..,a DATE: 26 MRY 88 , ~ywi~ l~rt o! roncrrtr .~I~.
~ Vortl~~C Cr~r~t Co~cretr ~~000 Ctt i~18 a r~) •~tn i, , ~ Y.Y,M. O~ J' u~o tuD~~s~. U~e ~t. ~n(r~lntn9 . I ~ . In lll ettt~tOr Co~C~ttt. ~ ~ ~ REV: 9 JUNE 88
aEGOMMEND£0 TpE • T~+ENC~+ ~ _
1~ ~ontr~tlo~ 1M il Ow r~nter pIrI~Q !pr t.o ~~rti ~ft~r tin~l twoi~tion of tonttru<U o~ p~lntt tettteornt, lo. ! ( r r~•tllln A{ W+~ICt t0~tr~C(0• tM 1) n ~ ~ SpOtt 0 . q . wle ~ny r~p~irt ~tCtit?lr Ouri q pwr~ntf< ptrlp0 t0 rlntlln . PEDESTRIAN RAMP '
p~.inq in ptrltLt tondlltDn, IeC1V41~q COtt Of rtpiintln9 rep~irt0 ~rt~t. QtD~irti iM I1 InC~u7t DuI nOl~bt Il~itt4 E R os~oN oNTRo L BARRIER
...~:lD ~t~0~lnq OtfK ll+t .p~vtn~, 1n0 rt911Cfnq •Il~ et. p~.tnS. (MO Or~rll~l rll~ De 1llprrd.y ' . . , G! a . ~ . . . ~ .
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~ _ _ _ _ - -
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PROPERTY D6SCRIPTION ,
~ . I \
?hat art af Outlot A~ CEDAR CGIFP COMlIBRCIaL PAR ~ p R ADDITION according r~ i _ . _ ,w.. . . . . . _ ,
ko the let thereof on file and of record in the office of the Count ~ P y ~1NG1?~FY ¢'"oPodlP~l"NIG ~'It~R~lL~Y (NFo~1~ON ~ 4`w
Recordec, Dakota County~ !linrteaota, deacribed as follo~a: ~ ~ Miµµ~, va~4~ huhl~Yo~ I~t: P~~}'/~ n ~ ~ Y , ~ ~ ~ ~ ~ \ ~
. . f't~.r~ vwt~v ~Y P~ Iqb1 Co~mencing at the Southeaet corner of said Outlot A, thence on an ' . ~ ' ~ . i + \ ~ ' k'N.E \
Anv~ IoN~ oT o~MAriaN p~o~E~~'Y €~PYI~?a T G iNF n SC~ aasu~ad beacing of North 0 degreee 21 ¦inutes 57 aeconda Sast along M E ( ~ ~'0 ~ ~
F~D SUf~E~Y ~'t~ P^RE17 ~Y ~LG Ft~RYBLGIGKA~SC>~ the l~ast litte of ~aid -0utlot A to a point 280.00 Eeet North of the I~~ Y~ , ~ z. ~ ~
, p~A~ n~ a ~s ~E ~MB~~, ?~er, Soukhea~t corner thereof, said point being the actual point of ~
be inpin ot the land to be deacribed; thence North 89 de rees 43 9 9 9 f'I'70P~f~rY f~~,~?"(~D ~ ~dT ~~~1GN`a ~ ~ , l
iinutee 22 aeconda Meat a diatance of 183.75 feet; thence North 0 + % ~ ~ ~ ~ G~D~~ ~~~1FF ~,`OMM~'GI~ I• A ~ ~ IP^!7 ~ ~ ! ~ A P ~'li^ r4t RG~ "~i0~ ~ ~ ~ , ;
degreap 16 ¦inutea 38 ~econda 6aat a diatance of 180.00 feet to the South lin• of Lot 12 Block 2 Cedar Clif~ ~hicd Additiun a c i ~
, ~ c ocd ng to the let thereof on file and of record in the office of the Count ; , r , ~4~~~ ~Ct~TT ~'A~~ r
P Y Recorder, D~kota Count , tlinneaota said line alao bein the ' y r 9
northerl line nf eaid Qutlot 11, thence South 89 de cees 43 minutes ~ Y 9 ~ ~ ~ d ; i ~ , . . ~ , .r~: > , s ~ ~m~?M~~~~'~ ~
Z2 eeconde EaaC a diatance of 114.60 feet alon South line of said 9 . . _ ~ ~
'M!~ 13 tq tilte `3outheaat carner of aaid Lot 12; thence South 38 . . C y~ ~ . _ r ..,._..,..r__ _ _ _ r-__ _ `i
d• teea 23 oinute~ ~8 aeconda 6aet a diatance of .44 e~ n 9, 81 fe t, the ce \ alon d turt ~nt.ial curve concave to the Southv~st havzn e central , \ I , a ~ ; ; _ 1 d . . ~ ~
9 9 9 , •n le af 38 de reea 45 minutes 45 aeconds, a radius of 83.71 feet and 9 9 \ ~.O r 6 hP,~,~,~s~-~ ~ ~ ~ ~
a c~ista~tce of 56.6~ ~eet~ en S u , th ce o th 0 degrees 21 ¦inutea 57 \ \ . . ~ ~ I , I O . _ . . , . . . w;
' eeconda Neat k~n ent to the last dedcribed cnrve, a distance of 63.98 ~ . 9 E...~.~ ' ~ . _ . . V~ . . 1 . . . .
felt to tha int oE,be fnnin . ~ , Pa 9 9
' ~ ~ Q0 tt a 0.69 ~ A1MEA ~qA sq, . Acres ~ ~ ~ ~ ~ ~c'-J" O ~ ~ ~ I ~ ~ ~ ~ '
\ ~ ~ ' ii ~d ~ ~ ~
A~~. fh~t pc~t ot ~ittGt .~t~~A~ CLI~F' G"~~1ME'~CIAL PARK ' ,,ti; h ~ ~ , . `Q' I , , ~ ~ ~ ~ ~ , ~ ~ _ ; ~ ~ ~ ~
A#~1~ ~1, cc~ ~o t~e t~+r~orded ~Fat thereof, ' d~~~itr~d a~ i~lav~; - ~ r _...f._ _..,g _
f ~ . ~ I ~1
C~r~m+~cir~ a~ ~ou~heaa , cc~rner of said 0 t1 A ~ ~ t u ~nt , . , . - - --J- f -__~1.---~_.__L____.1__ ~ DEYEI.O~ER : y`
~e ' N t~ . ~ z~? ~ t m~n 57 s nd ~ ~ . ~ ~ u eco s East~ , _ - i MIRTERFORD D~VELQPMENT G~~UP, INC
~~~ra ':~h~ et~s# ~i~ ~ s~t~d.Q~~iot A, a distance of ~ ` ~ , . ~ ~ ~r
; ~ : tea t~~~e M~~th .~9' ~g ~3 minut , \ . . ~ t, ea 22 ~ . , , . ; . ~ V~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 3300 Edin~durough Woy, Suit~ 406~
~ . ~ 4 ~ , ~ , ~e~~t~~ W+~~t ;a ~i~'to~~e of: ~~3.75 feef~ `thsnca North ~ . , ~ o~ ~ ~ i$ ~ ~ ~ ~ ~ ' ~
,~e~r' minu~~e~ 38 se~c~ds .~o~t ~a distdn~e. of 60.OD ~ . ~ , , ~ , ' Edino, Minnesoto 55435
~ ~r~ ~ ~Ae. ~ ~~of b . ~ , ~ af ~k~~ ~and ~ to be 1~ , :.::~e~c~i~~ci, t~~n~ :'Sc~u.E~ i~ d~+g~~es: 1B minutes 38 ~conds , ~ \ 1 ' 1'elephone t612) 835-~0?5
~ ~~I~s~ ~ ~~'d1a ttttC~' ~f ~tt,4Q !~'t• :tk~~ri~ e ~J" ~th ~9~~~~~~de ~ ~ ~ ~ o~ ~ , ~ ~ ~ grees ~ T , ~ I
SF , ti^~ER oF +2 , B~ocx 2, h~. 4.'~ .~r? `u~ 2~~ s~~d~ WA~t :~1 ~~t~oe. bf 51:86 feet; aN F rH~k avniT~on „ . cFO ~ f ~ \ ~ ~ 1 l ~ ~11~~~'`l~'~P'~~ ~ p`Q'}~,~~`.~
#~~er~+~-~;~ ~awr`,tf~~ ~'b ~1 ~s f'S ~i~r~~ 4p~:~ecor?de ~ W~st ~ a , ~ ~ ~ ~ 11
. . . ~ ~ . . . J \ . ~ , \ I d~t~c~ ~ o~ 6~3:'~ t~a: fi#~e w~#ai~l (i~e :of sal~ ~ . ~I j ~ ~ ~,.a,, ~o~.~~ ~ ~
~ ~ ~ ~ ~ ~t~~tt~'~y ~he~'1;~~110Cth~~Q~~~~1A~t'tk1~Y~s~~ a~ot~_g~~sqld '+~~~•~~t~,r ,~n+~ :~F~ ~ , rEta,; ,~~~FF ~°,~u~Etic~A~ ~~aHK ar.~;;~r~~~n ~ ~ ~ ~ ~(i ~ ~ , ~ , ~ \ ~ ~ ~ f ~
~ ;~~~+eu~~~ I~re,~ ~at~~~cv~ ~f ~~.9~ on curve~ n~t~ s~~~~-,~ . ~t , ~ ~ , , , : r ~:H << ~~,~k~ aL:~~,~;,~N q, ry s ~ ~ ~ rV n\ ~r E V (
~ ' ,;t~~~, ta .~:t~e.~ last' ~"it~eed I~ne,, ~~id cur'v~ i~ ~ Q , , . Ne~~ai ~,~"w \ 1 ~
: ~q~aa~t t~ ~ou~w+~~,. ~has a ?`~dt~s of 114~5U ` ~eet . . . ~ ~ . ' . ' ° 114.6C1 ,r 1 , ~ ~ , _ a ~;tri~ an~le ~'~9~ ~egr~e~ ~ ~~ru#es Q~ seconds, 9cr , O 9 l0 2~°
~ - ~ ~ ~ ~ ~ ~ ~ . - ~ ~ ~ , i \ ~ / ~ ~+d a ctt~rd a~I~t, ~e~rs t~a~ ~2 da rees 13 minutes ~I , ~ ; ~ , ~ ~ ~
~ ~ a. - . _ . ; _ _ • _ ~ ~ M~,\ ' ~ ~~nc~y I~a#; 'h~ac~-~rrt~ . 4~ degree~ ' 43 . mi~ufiea 22 4 ~ - ~ r ox ~ ~ , . COF~C3R~11'IaV `
t ~ E~ f H ~ . ~ A ' _ , . ~ ~~N~~~~~~~ -t~~i~~nt ~E~~~~~alil..~c~rve, ~~a~ . d~sta~:p~~_ of _ w ~ ~~j`'f ~ ~ ~ ~ I ' . . . . .
. r ; . C ~ - . ~G''i~1r11`~l~~r \ ' . . ,:~i~-~ ~~~~~~e. I~r#t~~~~.'7Q s~~ ~ ~~ss 15 ~~m1~~tes ~ 40 ~ . ~ ~ ~ EHC~ ~ ~ I ~ ~ . , ~ , ~ R~CHITECTS • SPACE P~.ANN~RS
, CfL~ ti4G£ AND urrLlrY fASEMfNT ~ ~;~e~~ ~+~st .t~ ~t~t~ ,~f f~~t, t~t~r~ee Saut~ , 89 ~ ~ r INTERIOR DESIGN~RS:
i T~f~'hM~^ ~ d~`e~~ ~ ~~ut~ ~ ~~~ii~ ~a~t "a ~lis~on~e ~f 62:45 ~ . ~r•, ~ , 470 wA1~ER STREET
. , ~ f~d~t ~rait~. , ~tt~ ~~4 ~I ~ ' ~ ° . ~ r~t T , ti i r~ wvti.,~ ~ ~ r~ : , ~~t ~ ~ ; - , ~ ~ ~ _ . . . ~ ~ ~ , ~ .';'M~~.~:H~,K- ' . - . \ , fXCELSIOR, MINNESQTR 5~33i
, , , ~ , ~ ~:Ni~ ' Er~;E ~ --F - - . _ _ - - ~ ~ , , ~ f612) 474-3291
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, i i~ ~ ~ ~ _ , , .m~ t ~ ~ D-~ ~ ~ ~ ~ \ ? ~ ~ ~ ~ ~ ~ ~ ~ ~ AEPORT~-'NAS PAEPAAEO Ht' ~ ME OA UNOEA MY DIA~C~ ~ ~ ~
. . _ ~ _ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ SUPERVISION AM~ 1HliT I A~i A DI~,Y'1'~&lSt~AEt1 . PRO~ESSIbNf~. ARCHii'ECt UNDER TF~ LAMS 1~ 'CF~
~ ctf~N-Wr,?~c~ y Q ~ ~ ~i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ lM~P+~rC??~~ ~ ~ \ ~ ' , STRTE OF lIMNESQTR, .
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PROPERTY DSSCRIP'CION .
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?h~t part of Outlctt A, CEDAR CLIFF CO~SPI~RCIAG P~RR ~DDITION accordin ~ 9 - . T-w.~.. . . .
to the plat Ghereof on file and of record in the office of the Count ~ ~ ~T ~ ~ ~ ~ ~ ~1NG~~Y ~oPoqP~J"NiL ~i~WI~Y INFaP~P-'f~ON ~ : ~ ~
Re;cotdec, Dahota County, ~tinne~ota, deecribed ae fallovd: p~. ~b M~µ~t~,a~p, ~a.~.~.~Y ~~~~Y~~ i~, ~'P~ , ,
i~ ~~~t~ MaY A>, iqd'1 Co~mencing at Che Southeaa~ corner af ~aid outlot A, thence on an Anp~T14N~P_ t,QT I C~~MAT1C1~1 ~Q~E~TY p~SC~~Pr~~~ ~ i ` ~Q ~ ti:~.
. N~' aesu~aed beaxing of North 0 degreea 21 ~inutes 57 seconda Bast along ~y~ ~ ~ ~ ~ l ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ p~Y ~1. : the Bast line of a~id Quk1At A to a point 280,00 feet North of the ~ r
Ih~C, ~GA~! ~ 5~ ~~9~~~°~ PQ~~ Southeast corner thereof~ eaid point being R:he actual point of ~ ~ , ~ J~ ~ ~ ~ ~
be innin of the land Co be described; thence North 89 de rees 43 v. 9 9 g f'~JO~~P~~Y f!~~?"~~D ~ ~d1' ~ f~~'~„~'`, ~ r
oinutee' 22 second~ ifest ~ distance of 183.75 ~eet; thence North 0 ~ G~I~~ ~'.,fF~" ;~IMP~E~CI}~,~, l~ ~ ~tl~l7 P~~! it7 ~ ~ ~ ~ F,;' ~ ~ -
de reeb 16 ~inutee 38 ~eca d~ Bas~. ~ die n ~ ~ g, n Ca ce o~ 1~0.00 feet to the South line of t~ot 12? Block 2, Cedar Clif£ Third ~ddition accordin ; , , , , , ; , , ,
_ 9 ko the Pl~t thereof nn file and of recocd in the office of the Count
Y Recot~der, Dakota Count ,~inneeota, said l~ne almo bein th~ ' Y 9 - ~ ' ~ ~~~TT ~'~~~L ~ ; ~ ~ ~ ~
»orth~rl line of eafd 0u~lat Ar thence South 89 d~ rees 43 ninutes Y ~ _ , t . . ~ , , ~~l~I~~+C~T~ ~
22 Aecond5 ~aet a distance of 114.64 feet alon South Iine of said 9 . . . ~ ~ A i . . . . : t{'.. ~ , _ ~ ~ .
jN~ 12 tv ~he `Souttreaet carnes of ~aid LoC 12; t~ence South 38 ~ , . . . . ~ ~ . . • ~ _ ~ . _ . . ~ ~ ~ . - ' ' ' . - . . _ .
d~ rees 23 aainutes 98 aecanda Bast a diatance of 81.44 feet; thence 9 \ I ~ , I ~ i t n ~ ~ _,~`0._
dlon a tmn ent.ial curve concaee to the Southv~st havin a central . \ 9 9 9 an le oE 38 d~ rees 45 minutes 45 seconds, ~ rad'aua of 93e71 fe~t and ~ ~fJ ~'~f' jy~-_~~~ . ~ pj y , ~ _ ~ ~ ~ ~ , ~ ~ , ~ _
9 9 a tlietr~nce of 56.63 feeC; thence South 0 d~ rees 21 ~inutea 5~ \ 9 ~ ~ ~ ~ _ ! E:.:~. ~ 4 ' I . ;
eeconds ~eet tangent to ~he lasC de~ccibed curee, a diBtance of 63.98
f~ek to the oinC aE,be fnnfn . ~ P 9 9
\ ~k~P~A p~~ Q0 s Ct. or 0.69 Acres ~ ~~-~~r ~o~ _ ~ iF ~
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~ ~ ~hence ~art~r ; 0 ; ~~~r+~s 21 ` ~~n~t~s 57 s~conds Eas~, ` ` , . , ~ , A~~ , ~
~lant~ ~~e e~~~t I~~~ ~.~a~ ~ai~i;:quflat ~~~A, ~ dastan~e ofi~ ~ ~ ~ ~ ~ ~ ~ - ~ ~ ~ - ~ j ~ ~WATERFORD~~~DEVELaPMENT G~Ol1P, INC ~ ~
\ ti ~~sfltl: fi~~t; ;~~t~n~~; t~~rth~.~.~9 ~sy~e~~ " A~3 m~l~ufes ~~~~2~ ~ _ ~ ~ , ~ 3300 Edinbnurough Woy, Suitp 406
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t`~~ tl"ftt~tJ~E~ 'SB~d!'iC~3 ~~l~ ISt C8. „ ~ ~ . ~ ~ ~ an of BO.a~ ~ ~ ~ ~ Edinn; Minnesoto 55435
f~~. ~#~s. ~i~t °a~fi ~b'~ ~~~ir~ af;' ~~kt~ ~ ~and . ~t~ b~ ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ P 9 9 ~ ~ ~~~sc~ib~~i, ~h~~ri~~`~t~u~~~~~~.d~ ~~~'1~,:minu~~es 3~ ~s~c~nds ~ ~ ~ ~ ~ ~ i ~ti Telephor~~ (6121 835-7075 ,
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9 , , SE tiraER OF L~~? 1? , QLOCK 6. r~ : fi ~~t• . rn~i.rt~s ~a~cpn~s ~N~~ ~ ~i~~n~e u~ 51.86 f , AN ~ ~ ~ F ,H,R, :»o~r,orv
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~on~av~ ta ~tse ~outhw~s'~. h~s ~ r~dius of i1.4.50 feet, . . . ~ ~ ~ , ~ . , - ,ti, ~ o~io ~2~~ ~a ~
~ a ~~r~~~~t a~ ~ ~ ~ e r ~ _ 1 t 4. 60 _ ~ ~ g~, f ~ _ ~ g ees r~inutes. Q~ . ~econds~ ~eh - , ~ f , , , x \ ' / ~ , , , ~ . \ ~ ~ : ~t~rd ~h~rd uu~ich, #~e~r~, N~r~ ~e~rees ~;~13 m~n~u#es~~ ~ ~~f ~ ~ ~ i ~ ~ ~ ' ~ ~ ~ ~ ~ ~
s~ or~d ~V~ _ _ . j ~ ~ _ ~ - - ~ _ r; ~ . M F~ , , , c st,`~ ~h~~r~~~f~~rt~i 4~ ~~e~rees 43 mit~~tes~~~ 22 ~ ~~E~~F r~ox a . s, ',~~k ' ~ C~O~"~
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- ~ iy \ 1~~~:8~ „~f~efi, . ~E~~n~p. ~l~r~h de ~ rees 1~5 min~tes 40 ~ ~ ~ 4 ~ ENCe ~ r ~ , ~ I ~ . , _ , . ~RCHITEC~'S ~ SPAC~ P~.RNNERS
~ ~ ~ ~ !i(~1'•Y46E AND Uf1L11'Y EAaEMFNi ~1- ~ ' ~ , _ , ~ secorad~`~t~s~ a", di~tan~e cif .$'~.5~ fi~~t, .#i~ence, 5outh 89 ~ ` ~ < ~ ° ~ ; ~ k.. . fiP~~r~~ , iNTERIOR DESIGN~'RS. :
~~grea~ ~ ~ rYtt~~uts~ ~~ar?~s ~Eas#~~~ :a~ ~ist~nce af. 62:45 ~ ~ ~ z~, „ , , , . ~ ~ 470 WRTER STREET'
"~fl~~'~{~~C~ . ~11~"1~'~~.~.~ 1~t~fC1~~. ~ ~ , ~ ~ _ ~ ~ C~~`r, ~i~~I~iPU'- ~ r~ t~ \ , ~ ~ ~ ~ ~ ~ , ~ , . , , , i t~ ~ . , . . ~ ~ i . ~1.~...... . _ _ ____y. . . . . . .',l 'EXCEGSIOp, MINNESQTA 5~331
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_ I ( 1 ~!Y~' ' 4i~ ' ~ ~ , ~ n ~ , ` AEPOAT`MAS PAEDAAEO BY M~ DA UNpEA MY OI~~CC
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City of Eaail
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
pliqds
DEC 3 0 2009
Use BLUE or BLACK Ink
1
Permit Fee: 50. 6c
Date Received:
Staff:
2009 MECHANICALfPERMIT�lAPPLICATION
/
Date: 2 Z <% Site Address: 'c S 5 P //6)69! !
Tenant: /lam /v4c'a 7�"-
Suite #:
RESIDENT / OWNER
i
Name: Phone:
Address / City / Zip:
CONTRACTOR
Name: � ,.../.-W /0- / d "4 ce se #:
Address: 39/,5 Z,. li c– ✓�A -
City: / C / State: 77A✓ Zip:>3OG/
Phone: 7 3 XZ- /c% 6 Contact Person: 3c:3 e_--
TYPE OF WORK
New Replacement Additional Alteration Demolition
n•�**------5S-e"-e"
----Sial' y W �t /��i -( ,
PERMIT TYPE
RESIDENTIAL
Fumace
COMMERCIAL
New Construction –.-K-Interior Improvement
Air Conditioner
Install Piping Processed
_
Air Exchanger
_ —
Gas Exterior HVAC Unit
Heat Pump_
_
Under ! Above ground Tank ( Install / _ Remove)
— Other
** When installing/removing tank(s), call for inspection by Fire
Marshal and Plumbing Inspector
RESIDENTIAL FEES:
$50.50 Minimum Add-on
or alteration to an existing unit (includes
burned out appliances, ductwork, etc.) (includes
$.50 State Surcharge)
$.50 State Surcharge) $ TOTAL FEE
$90.50 Fire repair (replace
COMMERCIAL FEES:
$7 0 Underground tank
$50.50 inimum (includes
installation/removal OR
State Surcharge)
surcharge is $.50.
increases by $.50 for each
Permit Fee requires a $1.00 surcharge).��
_
Contract Value $ 2-.9 x l% Z��
= $ SO. 0° Permit Fee
- If Permit Fee is less than $1,000,
= $ Sc) Surcharge
- If Permit ERR is > $1,000, surcharge
$1,000 Permit Fee (i.e. a $1,001-$2,000
= $ 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.aoaherstateonecall.ore
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 - "thout 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
Applicant's Printed Name
x
Applicant
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C!ty of Eaaafl
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
C4-14i4s
V0161011
Use BLUE or BLACK Ink
For Office Use
C4<-PPermit #: / 03 L/60<—
Permit
ermit Fee:
Date Received: -3Zkri Z
Staff:
2012 COMMERCIAL FIRE ALARM PERMIT APPLICATION*
Date: 3 a1 - Do( a Site Address: 96-6s— Svc)*-i"rtrti; �Ccr�+^ / p"(.4'r1 a._
Tenant: /tC4: t Z c e Suite #:
Name: Phone:
Address / City / Zip:
Applicant is:
Owner Contractor
Description of work: 112%-tr`c;(v_ ' �y <
Construction Cost: Estimated Completion Date:
Name: 11EE2r4 L Seciet't 7
Sf�.� ccs
Address:n eekcf �.
9i'/1t'�i'i(-AIWA R
License #: TScep
City: 15
State: it'd !3 Zip: SY /2 S Phone: f`s2 S orpc),
Email: dot& ,r• 2 �c,61 .1"; C.. Yl e
Contact: f4 4.4tc-rJ
DESCRIPTION OF WORK:
FEES
New
Addition
Alterations
Remodelfly 12 f \city_ & t < t -t t
Commercial
$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)
Residential
Educational
OR Contract Value $ ‘S,510 .
=$
=$
= $ ?t C3 TOTAL FEE
63 Permit Fee
-S c v
Surcharge
x 1%
*Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used
I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the
ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for
a permit, and work is not to start without a permit; that the work will be in accordance with the pproved plan in the case of work which requires a review
and a proval of plans. -1)6 K1 .,..)
._ tivw t_:.,
Applicant's Printed Name
x
Ap'pl(cant's Signature
Minnesota Department of Human Services
May 11,2016
Zoning Administrator
City of Eagan
3830 Pilot Knob Rd
Eagan, MN 55122
MAY 1 6 2016
Re: Zoning Notification of Application for
Department of Human Services Program License
License Number: 1081623
This is to inform you that the Department of Human Services, Division of Licensing has
an application for a program to be licensed under Minnesota Rules, parts 9503.0005 to
9503.0170 from Millennium IV Inc, 4565 Scott Trail, Eagan, MN 55122 to provide
day care for 42 children.
Issuance of this license is subject to compliance with the provisions of Minnesota
Statutes, Chapter 245A.
If you do not contact the Division of Licensing within 30 days of receipt of this letter, we
will consider this facility to be in compliance with your local zoning code.
If you have questions regarding the facility or its location, please contact Mary Jo Schmid
at 763-244-7282 or sw1cmaplegrove@gmail.com.
If you have any questions regarding this letter, contact Michelle Beedle at 651-431-6571
or fax information to (651) 431-7673.
Sincerely,
�r,ha Gunsn,
Donna Gainor, CC/ADC Unit Supervisor
Licensing Division
Office of Inspector General
(651)431-6529
slp
PO Box 64242 * Saint Paul, Minnesota * 55164-0242 * An Equal Opportunity Employer
http://www.dhs.state.mn.us/licensing
City of Eagan
3830 Pilot Knob Rd
Eagan, MN 55122
(651) 675-5675
www.ci.eagan.mn.us
PERMIT
4/11' C!tyofEaaan
Permit Type: Building
Permit Number: EA137782
Date Issued: 07/21/2016
Site Address: 4565 Scott Tr
Lot: 1 Block: 1 Addition: Cedar Cliff Commercial Park 3rd
PID: 10-16622-01-010
Use: Small World
Description:
Sub Type: Commercial/Industrial
Work Type: State/County Required Inspection
Description: Interagency Request for Building Inspection
Census Code:
Zoning:
Square Feet: 0
Construction Type:
Occupancy:
Comments: Mary Jo Schmid 763-244-7282
Fee Summary:
State/County Required Inspection $59.00 1221.4216
Surcharge -Fixed $1.00 9001.2195
Total: $60.00
Contractor:
Owner:
John M Kendall
8206 Norman Creek Tr
Bloomington MN 55437
- Applicant -
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Applicant/Permitee: Signature
Issued By: Signature
To: Eagan Building Dept Page 2 of 4 2016-08-09 16:09:30 (GMT)
City of Eta11
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
From: Phillip Simon
Use BLUE or BLACK Ink
For Office Use
Permit #: DD
Permit Fee:
Date Received:
Staff:
2016 COMMERCIAL BUILDING PERMIT APPLICATION
Date: 8/9/16
Site Address: 4565 Scott Trail Eagan MN 5 122
Tenant Name: Kendall Commercial f) E) 64 2(ce nt
Name: Kendall Commercial
New / _ Existing) Suite #:
Former Tenant: New Horizon Daycare
Phone:
Address / City / Zip:
Applicant is: ✓ Owner _ Contractor
Description of work:
roof repair
Construction Cost: 25000
- .NW*W-**
Name: Simon Construction
License #:
Address: 7222 Cedar Ave S City: Minneapolis
State: MN Zip: 55423 Phone: 612-861-7000
Contact: Phil Simon
Name: NA
Email: phil.simon@simonconstruction.com
Registration #:
Address: City:
State:
Zip: Phone:
Contact Person: Email:
Licensed plumber install ng new sewer/water service:NA________........................_........_..........__........_._._.... Phone*: NA
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.Qooherstateonecall.orq
1 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 the work will be in accordance with the approved plan in the case. quiree'a review and approval of plans.
�} 1/T+.,e72/t
lad rioted Name
x_
Applicant' ignature
Page 1 of 3
til ivy c,70/t
City of Eaaall
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
r
Use BLUE or BLACK Ink
For Office Use�j
Permit #: O / 40" X
Permit Fee: l0 0 '+
Date Received: /0 -
Staff:
L
2015 RESIDENUALPLUMBING PERMIT APPLICATION
Date: lb"5'/0 Site Address: Li SG, 5 x o7'% /z!f/L
Tenant:
Suite #:
stdI�Ir
Name: Phone:
Address / City / Zip:
SS
a �
,
C i
Name:JLicense #: i-°-7, "
Address: (Y AiJr"+, jffccc c City: 9rese.v77
State: (A-' Zip: CL/uat Phone: 715, Cs 2J. 4 d /
Contact: ire A)r, A cc._ Email: :..tae Vlu ace 1m icer . C a, -t._
i
New )C Replacement Repair Rebuild Modify Space Work in R.O.W.
Description of work: R� 4 3 �.) �f,-,r
3
x
�Septic
moi^ dsr .3� w-
��,.E
RESIDENTIAL
Water Heater
Water Softener
Lawn Irrigation ( RPZ / PVB)
Add Plumbing Fixtures ( Main / — Lower Level)
_
System
New
Water Tumaround
—Abandonment
RESIDENTIAL FEES:
$60.00 Water Heater,
$60.00 Lawn Irrigation
$60.00 Add Plumbing Fixtures,
*Water Turnaround
$115.00 Septic System
Water Softener, or Water Heater and Softener
C,o n c,e_A- v -L'e
(includes State Surcharge) �- U
(includes State Surcharge)
Septic System Abandonment, Water
..-----
Turnaround* (includes State Surcharge)
i S
TOTAL FEES $ ( 0
(add $280.00 if a 3/4" meter is required)
New (includes County fee and State Surcharge)
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 the work will be in
accordance with the approved plan in the case of work which requires a review and approval of plans.
Applicant's Printed Name
x
Applican
er telated ten
anomtE
City of Eagan
3830 Pilot Knob Rd
Eagan, MN 55122
(651) 675-5675
www. c i .eagan.mn.us
PERMIT
411. City of Eaaan
Permit Type: Building
Permit Number: EA139338
Date Issued: 10/19/2016
Site Address: 4565 Scott Tr
Lot: 1 Block: 1 Addition: Cedar Cliff Commercial Park 3rd
PID: 10-16622-01-010
Use:
Description:
Sub Type: Commercial/Industrial Construction Type:
Work Type: Day Care Inspection
Description:
Census Code: Occupancy:
Zoning:
Square Feet: 0
Comments: Rachel / Mary Jo Schmid 763-244-7282
Fee Summary:
Day Care Inspection
$50.00 1221.4216
Total: $50.00
Contractor:
Owner:
John M Kendall
8206 Norman Creek Tr
Bloomington MN 55437
- Applicant -
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Applicant/Permitee: Signature
Issued By: Signature
• Use BLUE or BLACK Ink
For Office Use
CityEaaau Permit#:of Permit Fee: / f 7 �
3830 Pilot Knob Road /
Eagan MN 55122 Date Received: 49-6 -1
•
Phone: (651) 675-5675 RECEIVED
Fax: (651) 675-5694 Staff: )ter
JUN 062017
�• .. � /
2017 COMMERCIAL/ BUILDING PERMIT APPLICATION
Date: lJ ;1017 Site Address: /1/5-64-- 7T 7-gel
Tenant Name: jhiCl/( teafiZlcC £ ea124t1 f CfK7' - (Tenant is: New/ )Existing) Suite#:
Former Tenant:
Name:kelikaS t10iL' Wt-e�14/ Phone: 9.5-el
4/I
Property
`7
Property Owner
l Address/City/Zip: 717 Pativte L goaaL glob hf f .�•Ii
Applicant is: Owner ?`Contractor
Type of Work Description of work: ,�W e 414G17y G(/W/Z -cr'&IT 12.00g.Gj_ G /
Construction Cost. �' CJ
51t e1 u�i� '
Name: dk STIt-r.�T1 an License#:
Contractor Address: /57/c ,herr-+,tka 7/y1? City: tk ke7 iticoc (f4/
State: Zip: 5`7 -4/� Phone: d
�1/l/' alt ��' �TA 3
Contact: �^ Y >K
��L—r\ Email: `•
-te�S4 �� t Cape'77guel10'
R Cov�1
Name: Registration#:
Address: City:
Architect/Engineer
State: Zip: Phone:
Contact Person: Email:
Licensed plumber installing new sewer/water service: Phone#:
NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of
the information maybe classified as non-public if you provide specific reasons Haat would permit the City to
conclude that they are trade secrets.
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 theiuo k will be in cor ce with the approved plan in the case of work which requires a review and approval of plans.
x
Applicant's Printed Name f ' i. Applicant's Signature
f Q �. Page 1 of 3
6 Co fT- -7--/z, DO NOT WRITE BELOW THIS LINE /412/6' C
SUB TYPES
Foundation _ Public Facility Exterior Alteration—Apartments
✓1 Commercial I Industrial Accessory Building Exterior Alteration—Commercial
Apartments Greenhouse I Tent Exterior Alteration—Public Facility
Miscellaneous Antennae
WORK TYPES
New Interior Improvement Siding Demolish Building*
Addition ✓f Exterior Improvement Reroof Demolish Interior
Alteration Repair Windows Demolish Foundation
Replace Water Damage Fire Repair Retaining Wall
Salon Owner Change *Demolition of entire building—give PCA handout to applicant
DESCRIPTION
Valuation 5,OtO• a'` Occupancy E MCES System JO
Plan Review / v/ p/S
Code Edition 2MrBe,. SAC Units
(25% 100% `'`f
) Zoning City Water
Census Code Stories Booster Pump
#of Units D Square Feet PRV
#of Buildings I Length Fire Sprinklers r
Type of Construction , Width
A- t-t.oi >
REQUIRED INSPECTIONS
Footings_New Building_Deck Addition Drain Tile
Foundation Foundation Before Backfill Retaining Wall
/Vapor Barrier Erosion Control
V Framing 30 Minutes v/1 Hour Steel Reinforcement
Insulation Concrete Entrance Apron
Sheetrock Other:
r
iW
/Roof:_Decking _Insulation `rice&Water `'rFinal Meter Size:
V Siding:_Stucco Lath _Stone Lath V Brick EFIS Electronic As-Built Plans Required
Windows
Fireplace:_Rough In Air Test Final Final I C.O. Required
Pool: Footings ,Air/Gas Tests _Final V Final/No C.O. Required
Final C/O Inspection-' e)Fire Marshal to be present: Yes v/ No ,j
c.
Reviewed By: _ - , Planning New Business to Eagan: A[6
r
Reviewed By: e•°•• , Building Inspector
FEES Water Quality
Base Fee / I53 • e—C) Storm Sewer Trunk
Surcharge 2 • YO Sewer Trunk
Plan Review ?G• 70 Water Trunk
MCES SAC Street Lateral
City SAC --- Street
S&W Permit& Surcharge Water Lateral
Treatment Plant Stormwater Performance Security
Treatment Plant(Irrigation) Landscape Security
Park Dedication Other:
Trail Dedication TOTAL: I 9 7. 2-6)
Page 2 of 3
PERMIT
City of Eagan x,! Permit Type: Building
3830 Pilot Knob Rd � „ ' �` Permit Number: EA151149
Eagan, MN 55122 - -- Date Issued: 08/13/2018
(651)675-5675
www.ci.eagan.mn.us
Site Address: 4565 Scott Tr
Lot: 1 Block: 1 Addition: Cedar Cliff Commercial Park 3rd
PID: 10-16622-01-010
Use:
Description:
Sub Type: Commercial/Industrial Construction Type:
Work Type: State/County Required Inspection
Description: Interagency Request for Building Inspection
Census Code: - Occupancy:
Zoning:
Square Feet: 0
Comments: Caitlyn Wester 651-405-0004
Fee Summary: State/County Required Inspection $59.00 1221.4216
Surcharge-Fixed $1.00 9001.2195
Total: $60.00
Contractor: Owner: - Applicant -
4565 Scott Trail LLC
8206 Norman Creek Trl
Bloomington MN 55437
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type: Building
3830 Pilot Knob RdN:0 i Permit Number: EA151637
Eagan,MN 55122 Date Issued: 09/05/2018
(651)675-5675
www.ci.eagan.nm.us
Site Address: 4565 Scott Tr
Lot: 1 Block: 1 Addition: Cedar Cliff Commercial Park 3rd
PID: 10-16622-01-010
Use: Small World Learning Center
Description:
Sub Type: Commercial/Industrial Construction Type:
Work Type: Day Care Inspection
Description:
Census Code: - Occupancy:
Zoning:
Square Feet: 0
Comments: Caitlyn Wester 651-405-0004
Fee Summary: Day Care Inspection $50.00 1221.4216
Total: $50.00
Contractor: Owner: - Applicant -
4565 Scott Trail LLC
8206 Norman Creek Trl
Bloomington MN 55437
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Applicant/Permitee: Signature Issued By: Signature
r -1
For Office Use ,,,...c — —1
i Permit#: / '- V 1
EAGAN i
Permit Fee:
=` -RECEIVED Staff:
-,
3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 �aym•+t Recvd: Yes _No I
(651)675-5675 I TDD: (651)454-8535 I FAX:(651)675-5694 NOV 18 2019 I I
N,Ema1I huildinginspectionsa,citvofeanan.com I I
I n Electronic _Paper I
.,..Qt, ,Submittal: eplansAcityofeagan.com --
`:t I :: 2019 COMMERCIAL PLUMBING PERMIT APPLICATION
❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal,
submitted via email,CD or flash drive
Date: 11/13/2019 Site Address: 4565 Scott Trail
Tenant: Suite#:
nom
_ � t.:jii -, , Name: John Kendall Phone: 651.405.0004
t 1'.. Name: Champion Plumbing License#: PC 000308
n,Ar ' ,±,. Address: 3670 Dodd Road Ste 100 City: Eagan State: Mn Zip: 55123
.r SF's
tF Phone: Email:
'} New Construction Addition Modify Space
X Replacement Repair Rebuild Work in Right-Of-Way
` . Description of work: p gas�` Re lace one water heater
`sem fir' irrigation System(_yes/_no)( RPZ/ PVB)
'YF � • Rain sensors required on irrigation systems
tV-_ Y • Avg.GPM (2"turbo required unless smaller size allowed by Public Works)
p_, Meter Required—Call Utilities at(651)675-5646 to verity tests passed prior to picking up meter.
z�
� ° Domestic:Size&Type Fire: 1
AR Average GPM High demand devices?_Yes_No Fiushometers_Yes_No
COMMERCIAL FEES Contract Value$ 1441.00 x.015
$60.00 permit Fee Minimum ,$ Permit Fee
$60.00 PVB/RPZ Permit(includes State Surcharge)
$ Surcharge
Surcharge=Contract Value x$0.0005
If the project valuation is over$1 million,please call City for Surcharge $ 60.00 TOTAL FEE
The following fees may apply when Installing a new lawn Irrigation system or $ Water Permit
connecting a new water service.
$ Treatment Plant
Contact the City's Engineering Department,(651)675-5646,for required fee amounts,
$ Meter Fee
$ Radio Read
$ ----State Surcharge --
=$ TOTAL FEE
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at
www.citvofeagan.com/subscribe.
CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage.
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 the work will be in accordance with the approved
plan In the case of work which requires a review and approval of plans.
x Troy M Good x1 "ek
Applicant's Printed Name Applicant's Sig re
Page 1 of 4
t cl C)5 /
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