4590 Blackhawk RdCITY OF EAGAN Remarks
Aaaition Clearvi.ew Addn. Lot 2 Bik 2 Parcel 10 17750, 020 02
Owner ?0 L(?L;crFt Street ?S9D i1??.1..??, i State Ea.g3T1,MN 55122
Improvement Date Amount Annual Years Payment Receipt Date
STREET SURF.
STREET RESTOR.
GRADING
?
SAN SEW TRUNK 197 11.66 1 Paid
* SEWERLATERAL js$O 6956.93 463.80 15
WATERMAIN
* WATER LATERAL 1980
WATER AREA
STORM SEW TRK
* STORM SEW LAT jQ$O
* service 1980
CURB & GUTTER
SIDEWALK
STREET LIGHT
WATER CONN.
BUILDING PER.
SAC
PARK
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CARL ONISCHUK
AUDITOR
DAKOTA COUNTY
*DAKOTA COUNTY GOVERNMENT CENTER
1560 HWY. 55 - HASTINGS, MINNESOTA 55033 ,
June 5, 1978
Dear Ann:
Could you please help these people out? We r•.eceived this in the
mail with a tax payment.
Thanks,
???
.. '.?er" -...
INSTRUCTIONS
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. , a . .. , :.. - ,.?.
. ?. ,_ . . . ... ? , ,. . ..M. ,w
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1. DETACH PROAFR INSTALLMENT STUB (5)
2. ENCLOSE STUB WITH SIGNED CHECK OR MONEY ORDER
3. VALIDATED CHECK iS YOUR RECEIPT
4. RE7AIN SECOND RETURN ENVELOPE FOR 2od HALF INSTALlMENT
5. ENCLOSf 80TH INSTALLMENT STUBS W(TH FULL PAYMENT
? Name ?
Zip Code
? •
11*0) Z
J t:,
EARL V. ZEHNDER
DAKOTA COUNTY TREASURER
GOVERNMENT CENTER
HASTINGS, MINNESOTA 55033
I
Permit #
Permit Date
0 REScheck Software Version 3.7 Release 1a
N/" Compliance Certificate
Project Title: #05-510
Report Date:11/21/05
Energy Code: 2000 Minnesota Energy Code
Location: Dakota County, Minnesota
Construction Type: Singie Family
Glazing Area Percentage: 12%
Cbnstruction Site: Owner/Agent: Designer/Contractor:
ANDY 8, RACHEI LEE CLB HOME BUILDERS
Ceiling 1: Flat Ceiling or Scissor Truss: 1428 44.0 0.0 39
Wall 1: Wood Frame, 16" o.c.: 2999 19.0 2.0 143
Window 1: Above-Grade:Above Grade, Wood Frame, Double 316 0.310 98
Pane with Low-E:
Door 3: Solid: 80 0.330 26
Door 2: Solid: 18 0.230 4
Door 3: Solid: 40 0.350 14
Basement Wall 2: Solid Concrete or Masonry: 1440 11.0 0.0 78
Window 2: Basement > 5.6 ft2:Vinyl Frame:Double Pane with 40 0.310 12
Low-E:
Fumace 1: Forced Hot Air: 90 AFUE
Compliance Statement: Statement of Compliance: The proposed building design described here is consistent with the building
plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet
the 2000 Minnesota Energy Code requirements in Scheck Version 3.7 Release 1a and to comply with the mandatory
requirements listed in the REScheck Inspection C lis
r +
rJL$
Builder/Designer Company a Date
#05-510
Page 1 of 1
" 2006 RESIDENTIAL BUILDING PERMIT APPLICATION cl C) 60
City Of Eagan
?
3830 Pilot Knob Road, Eagan MN 55122 l.. p ? E l•`? ?
Telephone # 651-675-5675 FAX # 651-675-5694 ?
New Construction Requirements
? 3 registered site surveys showing sq. ft. of lot, s. fl. of house; and all roofed areas
(20% maximum lot coverage allowed) io a,,ie 'vJ - i/iq X
. 2 copies of plan showing beam & window sizes; poured found design, etc.
,i 1 set of Energy Calculations
-t4- 3 copies of Tree Preservation Pian if lot plafted after 7/1193
V Rim Joist Detail Options selection sheet (buildings with 3 or less units)
Minnegasco mechanical ventilation form
RemodeVReaair Repuirements
2 copies of plan showing footings, beams, joists
1 set of Eoergy Calculations for heated additions
1 site survey for additions & decks
Addition - indicate if on-site septic system
S ?-kA2) '. `°12.-)-
Date i
Site Address Construction Cost ° 2- Z o t d 0 ?
q57U 9?AJ? W ? P-Q - Unit/Ste #
Description of Work
Multi-Famiiy Bldg _ Y?j N Fireplace(s) _ 0Y-1 1 _ 2
Property Owner Telephone #( Oi L)
Contractor t6CM*o
Address J??(??j
State IVY?1 v?p,? {2 )?1 ?? V•, City
Zip Telephone #(L?Z )?90 -31113
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
- Minnesota Rules 7670 Category I Minnesota Ru(es 7672
Energy Code Category . Residential Ventilation Gategory 1 Worksheet • New Energy Code Worksheet
(4 submission type) Submitted Submitted
• Energy Envelope Calculations Submitted
In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?
_ Y _ N If yes, date and address of master pian:
Licensed Plumber
Mechanical Contractor
Sewer/Water Contractor
Lj b a?c o
Telephone #?t ) 1 T? ` `dd (
Telephone # (qSZ)
? Telephone #( f??Z ) 9??? 3 6 3?
I hereby apply for a Residential 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 accordance with the approv?d fplan / 1/he case of work which requires a review and
approval of plans.
Office Use Oniv
Ced of Survey Recd I/Y- _ N
Tree Pres Plan Recd _ Yi/_N,
Tree Pres Required _ Y k/N
On-site Septic System _ Y_ N
ntLf.Ak I I Z>V' %
Go 4r ? cxk?
Applicant's P inted Name
DO NOT WRITE BELOW THI5 LINE
;1-- ? 141DO
Sub Tvpes
? 01 Foundation
02 SF Dwelling
?0 03 01 of _ plex
? 04 02-plex
? 05 03-plex
? 06 04-piex
Work Tvpes
X 31 New
? 32 Addition
? 33 Alteration
? 34 Replacement
? 13 16-plex
? 16 Fireplace
? 17 Garage
? 18 Deck
? 19 Lower Level
D@SCt'Ipt1011: Water Damage Yes
Valuation /'? )-. otC? Occupancy 6(L MCES System
Plan Review 4- 100°/a or 25%
Census Code Zoning City Water
SAC lJnits Stories Booster Pump
# of Units ? Sq. Ft. PRV
# of Bldgs ? Length Fire Sprinklered
Type of Const 1 Width
REQUIRED INSPECTIONS
? Footings (new bldg) Sheetrock
_ Footings (deck) >C Final/C.O.
Footings (addition) Final/No C.O.
Xl? Foundation _ HVAC
Drain Tile Other
Roof Ice & Water Final Pool Ftgs Ai
? Framing Siding _ Stucco Lath ?
? Fireplace ?C. R.I. 'K Air Test Y Final _ Windows
7K Insulation _ Retaining Wall
Approved By: Building Inspector
Base Fee
Surcharge
Plan Review
MC/ES SAC
Cify SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
License Search
Copies
Other
7otal
? 07 05-plex
? 08 06-plex
? 09 07-plex
? 10 08-plex
? 11 10-plex
? 12 12-plex
0 20 Pool
? 21 Porch (3-sea.)
? 22 Porch/Addn. (4-sea.)
? 23 Porch (screen/gazebo)
? 24 Storm Damage
? 25 Miscellaneous
? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding
? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors
"Demolition (Entire Bldg) - Give PCA handout to applicant
¢.?
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IV,??
A
,
? 30 Accessory Bldg
? 31 Ext. Alt - Multi
? 33 Ext. Alt - SF
? 36 Multi Misc.
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LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATION
PROPERTY LEGAL:
Z . r.lo,? r12,°.n,.7 4r,1w .
DATE OF SURVEY: 1?3?ob
LATEST REVISION:
DOCUMENT STANDARDS
. Registered Land Surveyor signature and company
• Suilding Permit Applicant
• Legal description
• Address
• North arrow and scale
• House type (rambler, walkout, split wio, split entry, lookout, etc.)
• Directional drainage arrows with slopelgradient %
• Proposed/existing sewer and water services & invert elevation
• Street name
• Driveway (grade & width - in R/W and back of curb, 22' max.)
• Lot Square Footage
• Lot Coverage
d
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ea
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ELEVATIONS
Existin4
? p ? • Property corners
? p? • Top of curb at the driveway and property line extensions
??? • Elevations of any existing adjacent homes
? 0 • Adequate footing depth of structures due to ad}'acent utility trenches
p ,,6 ? • Waterways (pond, stream, etc.)
Proposed
X ? ? • Garage floor
pr ? ? • Basement floor
9 ? ? • Lowest exposed elevation (walkouUwindow)
?y ? ? • Property corners
? ? ? • Front and rear of home at the foundation
PONDING AREA (if applicable
? ? ? • Easement line
? ? ? • NWL
p A ? • HWL
0 ? D • Pond # designation
p 17 ? • Emergency Overflow Elevation
? 0 p • PondNVetland buffer delineation
y . Shoreland Zoning Overlay District
y ? • Conservafion Easements
DIMENSIONS
? ? ? • Lot lineslBearings & dimensions
jg
p ?
p ?
p • Right-of-way and street width (to back of curb)
• Proposed home dimens+ons inGuding any proposed decks, overhangs greater than 2porches, etc.
(i.e. all structures requiring permanent footings)
;t ? ? • Show all easemenfs of record and any City utilities within those easements
?
? ? p • Setbacks of proposed structure an ' yard setback of adjacent existing strucfures
? ? ? • Retaining wall requirements:
Date 06
d B
y:
Reviewe
G:/FO RMS/Bu ilding Permit Application Rev. 11-26-04
LEO MURPHY
MAVOR
THOMAS Ef,AN
MARK PARRANTQ + ppp
JAMFS A. SMITH i °??? ?? ?qqq
??
r
TN£C)D017E WACNTER e?
<'C)IINCiL MEMO[RS
3795 PILOT KNf3B ROAD
EAGAN. N1INRJESOTA
3°f922
PHONE 454-8100
I-P
qot1CP. ? I
JtJF1@ 13, 1978
i?al<Jtq i.OUnty rOV@rP.Ylle?? t CPTtt:'T
f'1udi*ors OfFice
Eia-v-inRs, k^v 5503;
t7ttent i on: Normg
THOMAS HEDGES
CITV ADMINYSTRATOR
ALYCE BOLKE
CITV CLEAK
T};7-f, J.Afor i_S tca iiaforna ynu that an errer hfis been cliscovereJ in the
tosti.ng o°" the rollowing lega1 dPscriptions;
Parce7 It 10 01700 010 81
WATi:i2 /OREn Data Proce?siilg Nuxnbe.r. 352
C?x'ig:i.rtoI wmOU4?t $1207.541
Par.cel ;t LE1.7y5(? 02? ()? and 030 02
FdATE,,R A,REA Data Processing Numt??er 358
C?rigi.D3l annunt $160.00
Wc are rel).Lt711p tile 1976 7.rtc' 1977 i!zstallmentso
}'1e258 1'C'.TIOVC t11f's(' arSE'SSIIIt'I?tS fy'oI71 ofo117" 'BE'Cf?:C'dS.
natu Prnccss;ng ?orm 1,o c.jrr,? th7.s out.
T,ianl; you fnr yo,ir assis-Lanee :!-egarding tllic-, ma.tte.r.
Cal l. me i.s ,rou reqtiire aciditional infv-rmati_on.
Sincereiy,
_ e.
Ann G ers
ILsses' osinent' Clerk
C....tv oY" 13r,crr3n
I qm enclnsing a
TaiE LONE OAK T6"dEE ... TBiE SYMUOf.. OF STREMG'TF! ANC8 GFtOWTH 1N OUF2 COMMlJNITY.
8 ?
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?..+-??-?.- - ??? G?ct-.??a??-r
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? ,%? '???„-,sa?cr-1. ?r t?f??,?, ,???'??-?'`? ???-? 3 0 ' ,?/ ?, l G . G ? '
9 7 c-
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PcQy,.Lao12?
G?o?e,aa,?r,?.e?.?`?, ,
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/?.•?,-?.?. ? 4574 - -2 1 .3 0
LEO MURPMV
MAVOR
THOMAS EGAN
? =-+&1Q16PARRANTO
JAMES A. SMITM
TMEODORE WACHTER
COUNCIL MEMBERi
CITY OF EAGAN
8795 PILOT KNOB ROAD
EAGAN. MINNESOTA
50122
raoNS 454-8ioo
July 6, 1978
Ted Wachter
4550 Blackhawk Road
Eagan, MW 55122
Re: Lot o 3, B1ockoClearview Addition
Dear Ted:
TMOMAS MEDGEf
CITY ADMINIiT11ATOR
ALrcI DoLKc
CITt CL[RK
Enclosed with this lptter you wi11 find a check in the amount of $45.20
which is the 1977 installment for the water area assessment which was
posted in error to your 1977 tax statement.
I have also made a copy of the letter from the Dakota County Auditor,
Carl Onischuk with the explanation of how the error happened.
Call me if you still have any questions concerning this matter.
I am sorry for any inconvenience this error may have caused you.
Sincerely,
Ann Goers
Assessment Clerk
City of Eagan
THE LONE OAK TREE ... THE SYMBOL OF BTRENGTH AND GROWTH IN OUFE COMMUNITY.
?
.
HARRY N. RAY
JEFF M.2ALASKY
JAMES F. SCHNEIDER
HA1RBY N. R", LTD.
ATTO R N EYS AT LP.W
SUITE 1341,ONE APPLETREE SQUARE
MINNEAPOLIS, MINNESOTA 55420
July 27, 1981
AREA CODE 612
TELEPHf3NE 854-6366
Mr. a d Mrs. Theodore Wachter
4550 lackhawk Rd.
Eagan, MN 55122
Re: Condemnation by State Highway Dept.
our file no. 4351
?
Dear Mr. and Mrs. Wachter:
We are enclosing State of Minnesota checks in the sum of $4300.00 and
$2335:25 payable to yourselves, Dakota County Treasurer and Eaqan Citv
Treasurer, and the latter check includes my name.
It is our understandinq that you will take these checks first to the
Citv of Eaqan with the map to determine if they will release the
checks prior to collectinq on the special assessments. Once Eaqan
approves, the Treasurer should contact Shirlev at the Countv Auditor's
Office in order that Dakota Countv will sian the checks for vou as
well, without collectinq additional funds for special assessments.
Verv trulv vours,
Harrv N. Ray for '
<1 ?? HARRY N. RAY, LTD.
.?
HNR:i
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`? ?.?,::??? GZ,?...?'"?'?-r?tw,z.-??;? ?.- .?.?? `?`.._ ?i..,+t? ? --'?°Li...7,?,•,?,?L,.-y?L.4..4-4?.?:
4570 West 77th Street
Suite 198
Edina, MN 55436 Phane: (9
52)-89fi-1 115 Weverhaeus.1- Fax. (952)-896-1117 -nt
p4m Pla.47>
1
ro: r Fronn,: Jerad Bar?kston
Pax: Datex- Z t
Phone:
Pages:
rte: A.J. i G,L __ t I,, Allli/?o// cc:
0 Urgent ? For Review ? Please Comment ? Please Reply 0 Ptease Recycle
This tacsimiJe may contain confrdential information that is not intended for drstrJbution t4 any one other bhan
ihe intended rervpisnt Gsted above. ?n the eveni !he intended recipient or an empioyes responsible 1nr
delivering this facsimile to fhe intended recipient is unavailable, plesse do not distribute this facsimlle, notify
us immedietely 6y tetephone, and retum this facsimile by maiJ. Thank you.
•Comments:
crr'?,
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+?/ rvn n X ?- ?''? ?'??
!* Zpy E,.e C, Sja"y''?l
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fAqAN
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DAT ~l.t)1NG tNSPEGTtQNS ?VISIbt?1
B1,,,i
The informatim corgained in ft fax trarmibsfon is provided to you as a seMce br eAsfkig customers. If you believe you have
received ihis fau Uansmssim in erm a you wish not to receive sirrAau' corununicatiors n ihe future, Ptease noidy us ImmediatelY
by cal6ng 952-896-1115 nf faxing your request to 952-896-11 f 7. Yor.r request must identNy Ihe fax number(s) bo Wilch you wa??t
us 4o stop serxkg sintar oorrxrunicaUons.
A PRODUCT APPT,TCATT(?N
DATE: 1/30/06
W
h VFRTFT ATTnN
ARCH. /ENGR: NA
aeuser To: TPI2RY tiv/ ]DAKOTA C0. LUMH
eyer ER MATERIAL: TIMBERSTRAND LSL PARALLAM PSL
JOB R06-Dt 0.'?4
The future is grozving'" PAG?? 2 OF 5 HEIGHT:18 DEFLECTION:
DEPTH: 5.5 EXPOSURE:
JOB NAbfE: ANDY & RACHAF ..FF
4
570 W. 77th Street, Ste 198, Edin.a, MN 55435 LOCATION: EAGAN. MN STRE5S: 115,/133 WIND LOAD:
14
CODE: IRC/1BC SNOW LOAD:_35 PSF
(952) 896-1115/(800)438-1427/Fax: (952) 898-1117 SALESMAN: SPACING: 16" o.C. DEAD LOAD@17 PSF
WIND SPEED:90 MPH
LOADS MITST BE TRACKED +REFERENCE ATTACHED TALL WALL ATTACH ROOF TRU55/O
H
FRAMING
TO FOUNDATION BY DETAILS SHEET FOR HEADER & .
.
TO TOP PLATE WITH (1) A23 SIMPSON
DESIGNER OF RECORD COLUMN CONNECTIONS. STRON6-TIEV CLIP @ 2'-0° O.C. IN
ADDITZON TO ANY CONNECTIONS
REQ'D BY TRU55 MANUFACTURER.
(2) 2x61.3E TIM8ER5'i'RAND 0 Q 3}" x 5p 1.3E
LSL CONNECT W/ (3) 16d NAI45 TIMBERSTRAND 0 L5L
PER PLY @ TOP/BOTTOM PLA7E5 HEADER W/ (1) TRIMMER
,?
4'-?0 PER SIDE. CONNECT W/ (4)
7" x 5j" 1.8E PARALLAMO PSL 16d NAILS PER SIDE.
COLUMN (PLANK), CONNECT W/ HEADER REQUIRES 2x6
(2) A23 CLIPS @ TOP/BOTTOM PLATE(S).
PLATES.
Q 5}" x 3j" 1.3E
,
!5ju x 54" 1.8E PARALLAMO P54 TTMBERSTRANDO l54
, ?
T
COLUMN, CONNECT W/ (2) A23 HEADER (PLANK) W/ (1)
CLIPS @ TOP/BOTTOM PLATES. TRINIMER PER SIDE.
TYPICAL FRAMIN6: CONNECT W/ (4) 16d NAILS
(1) 2X6 1.3E TIMBERSTRANDO PER SIbE.
B
? L51, STUD C 16" O.C. CONNECT Q 3}" x 7?" 1.3E
1
W! (3)
6d IVAILS @ TIMBERSTRAND O LSL
TOP/BOTTOM PLATE, NEADER W/ (2) TRIMMERS
*ALI. WA4L TOP AND BOTTOM PER SIDE. CONNECT W1(4)
7
441 PLATES TO BE TIMBERSTRANDO 16d NAILS PER SIDE.
LSL TO MATCH WALL WTD7H. HEADER REQUIRES 2x6
PLATE(5).
(D 5j" X 31?" 2.OE PARALLAM0
PSL HEADER WI (2)
?32 TRIMMERS PER SIDE.
CONNECT W/ (2) A23 CLIPS
R ELEV_l PER SIDE.
I*FrELD CHECK ALL DIMENSIONS
MATERIAL LIST
v?
HenuERs:
3j" X 5}" 1.3E TIMBERSTRAND 0 LSL: 4/6' cownnNs: ssuus. TRxn+uu?FRS. P.nTEs,
5? x 54" 1.8E PARALLAMO PSL: 4/20' CRIPPLES d, BWCKTt&
3}" X 7j" 1.3E'fIMBERSTRAND 0 LSL:1/6' S? x 7" 1.8E PARALLAM0 PSl.: 1/20' 2x61.3E TIMBERSTRAND0 L54:
54u X 11?" 2,OE PARALLAMO P51.:1/12' 2x61.3E lIMBERSTRAND 0 LSL: 4/10' 8l20', 8/18', 3/34',11/6', 9I14'
NOTE: MANUFACTURERS DETERMINATION OF T3 PRODL3CT(S), PROFILES, DEPTHS AND DESIGNS BASED ON DETAILS, DIMENSIONS AND LOADINGS • SHOWN ABOVE
ANY
DEVIATIONS SHALL VOID ABOVE DETERMINATION AIdD SHALL REQUIRE REVIEW BY MANUFACTURER.
AND IS NOT TO BE VIEWED AS TYPICAL FOR TJ PRODUCTS USED IN OTHER APPLICATIONS. .
THIS INFORMATION APPLIE3 ONLY TO THE PROJECT REFERENCED ABOVE
-MULTIPLE MEMBER CONNECTIONS: -BLOCH ALL FRAMING VERTfCALLY EVERY 8'-0" O.C.
+(2) PLY CONNECTION: (2) ROWS OF 16d NAILS 0 10" O.C. -BLOCK DOWN ALL COLUMN LOADS AT RIMBOARD LOCATION.
-ALL ADDITIONAL BLOCHING, TRIMMERS, PLATE3
ETC. NOT
*(3) & 4 PLY CONNECTION: 3 ROWS OF SBd PNEUMATIC NAiLS 0 5" O.C. STAGGERED. ,
SPECIFIED SHALL BE THE SAME AS T`fFICAL STUD MATERIAL.
A Weyerhaeuser PRODU APPT TCATjQN VFRT
DATE: 1 /30/06
T0: TERY w/ DAKOTA C0
LUMBEft FT ATTON
ARCH./EPiGR:
MATERIAL:TIMBERSTRAND LSL PARALLA PSL
The future is growing .
JOB : R06-010234
PAGE! 3 OF 5 HEIGHT:_18' DEFLECTION: L/i8o
DEPTH: 5.5" EXPOSURE:
JOB NAME: ANDY & RA .HAFT. T.F:F STRESS: 11 133 WiND LOAD: -
4570 W. 77th Street, Ste 198, Edina, MN 55435 LOCATION: EAGAN. MN IRC/IBC SNOW LOAD:_35 PSF
CODE:
(952) 898-1115/(800)438-1427/Fas: (952) 898-1117 SALESMAId: _
SPACING: 16' O.C. DEAD LOAD: 17 PSF
WIND SPEED:90 MPH
LOADS MUST BE TRACKED
TO FOUNDATION BY +REFERENCE ATTACHED TALL WALL
DESIGNER OF RECORD DETAILS SHEET FOR HEADER &
COLUMN CONNECTIONS.
SEE WIIVD BRACE DETAIL PA6E 4 OF 5.
(2) 2x6 1.3E TIMBERSTRAND 0
LSL CONNECT W/ (3) 16d NAII,S
PER PLY C TOP/BOTTOM Pl,ATES
SEE COLUMN ON PA6E 2 OF 5.
Q 5j" x 3p 1.3E TIMBERSTRAND S
LSL HEADER (PLANK) W/ (1)
TRIMMER PER STDE. CONNEC7
Wl (4) 16d TJAILS PER SIDE,
1e, lYPICAL FRAMI46:
(1) 2X61.3E TIMBERSTRANDe
" MATERIAL LIST
LSL STUD @ 16
O.C. CONNECT
W/ (3) 16d NAILS 0 HEADERS:
? TOPl80T'POM PLATE. 3p X 5j" 1,3E TIMBERSIRAND 0 I.SL; 1/4'
*AL4 WALL TOP AND BOTTOM
PLATES TO BE TIMBERSTRAND44 COLUMNS:
I.SL TO MATCH WALL WIDTH. 2x6 1.3E TIMBERSTRAND 9 LSL: 4/20'
STUDS:
2x6 1.3E 1TMBERSTRAND 9 LSL: 9/20'
Id' 13 ?
? 2x6
E MBERSTRAND0 LSL: 3/18',1/4', 2/8'
GREAT
*FiELD CHECK ALL DIMEN5ioN5 CRIPPLES & BLOCKIN6: .
2x6 13E TtM6ER5TRAN10 0 LSL: 3l14', 2l16'
NOTE: MANUFACTURERS DETERMINATION OF TJ PRODUCT(S)
[ , PROFILES, DEPTHS AND DESIGNS BASED ON DETAILS, DIMENSIONS AND LOADINGS SHOWN ABOVE
ANY
.
:A;ND ATIONS SHALL VOID ABOVE DETERMINATION AND SHALL REQUIRE REVIEW BY MANUFACTURER. THIS INFORMATTON APPLIES ONLY TO THE PRQJECT REFEREI3CED ABOVE
IS NQ T TO BE VIEWED AS TYPICAL FOR TJ PRODUCTS USED IN OTHER APPLICATIONS.
-MULTIPLE MEMBER CONNECTIONS: -BLOCK ALL FRAMING VERTICALLY EVERY $'-0" O.C.
"(2) PLY GONNECTION: (2) ROWS OF 16d NAILS 0 10"
O
C -BLOCK DOWN ALL COLUMN LOADS AT RIMBOARD LOCATION.
.
.
'" 3& 4 PLY CONNECTION: 3 ROWS OF 16d PNEUMATIC NAIL3 0 5" O.C., STAGGERED. -ALL ADDITIONAL HLOCKING, TRIMMERS, PLATES, ETC. NOT
SPECIFIED SHALL BE THE SAME AS TYPICAL STUD b1ATERIAL.
PAGE: 5 OF 5
A Weyerhaeuser
The future is growing'
lieader to column Column to Bottom Piate
Column
Tnmmer stud (s) Plate width must equal Tnmmer stud (s)
wall thicbness to
provide lateral braung.
Framing angles (Plate not required rf
header andth equafs Frammg angles Sole plate
the waU thicqiessJ
Header
Rimboard
S1II Plate
Sohd blocWng is
Coiurnn required 6 column
L 13 and tnmmer studs
P5 do nat extend to
Bbcking panel sdl plate
as required
Column to Top Plate Wind Brace
toads mwt be trackea
to foundation by designer
Double top plate of record
Trvsses by others
at 24' on center
Frammg angles
Connect dvss to
double top plate
Mnth SimpsorPStrong-
Tie A 23 clNas at
24' on cent:er
2)
Gable end wali _ ?id sawn angle bnces to
connect double top piate to roof (cr 21-0'
Tnrrimer Stud (s) o.c. along length of wall fit snug between
the two bays. Connect wtth (3) I 6d nads.
2x sobd sawn connected to top
of boLtom chord with (3) I 6d nads at
PV 2'-17 o.c. along length of wall, back 8'-O'
WB? Wail bracing is necessary if double top plate is not attached
directly to tho rooyfloor duphragm.
Wall Detail
PRODUCT APPLICATION GR EAT LAKE S D IVI S I O N
AssuRAxcE 4570 WEST 77TH STREET, SUITE 198
EDINA, MN 55435
DO IT RIGHT PHONE: 952-896-1115
FixsT!! FAX: 952-896-1117
Tall Wall Details
2006 RESIDENTIAL BUILDING rExMuT ArrLlcaTioN
? City Of Eagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675 FAX # 651-675-5694
New Construction Reauiremenfs
3 registered site surveys showing sq. tt of Vot, sq. ft of house; and ail roofed areas
(20% maximum lot coverage allowed)
2 copies of plan showing beam & window sizes; poured found design, etc.
1 set of Energy Caiculations
3 copies of Tree Preservation Pfan 'rf IDt platted after 711193
Rim Joist Detail Opfions selec6on sheet (buildings with 3 or less units)
Minnegasco mechaniql ventifation form
RemodeURepair Requirements
2 cApies of pian shDwing foDtings, beams, joists
1 set of Eneryy Calculafions for heated additions
1 site survey for addifions & decks
Add'dion - indicate if on-sife septic system
!? I
)Z?/f
-?_,::?.._...._..
OffiCe llse?Ontv
Cerk o? SurveyReed, - Y 1?
Tree Pres Plan f?ec? Y fil.
T?ee Pres ReqM?
On: s?te_SeM?c.Systein...
Date Consfruction Cost
Site Address `/5 9 n /J(a-c-k Lc .3f/. kz:Q Unit/Ste #
W
D
k 46
A G 4?
r-
0
z
or
escription of
9u? 5
'q L
:n
Multi-Family Bldg _ Y?_N Fireplace(s) _ 0 LC 1 _ 2
Property Owner ( ! C y,? ?--?1I 1 Telephone # (?
( )Z ) `?6 - 3 ( ( 3
Contractor
Address C7 ? (' ,J City A?G? / ?e ?
State Zip 7 1 Z Telephone #( g? ,?
v.. C
COMPLETE THIS AREA ONLY IF CONSTRUCTIPIG A NE1Af BUIL81MW L%
- Minnesota Rules 7670 Categor? Minnesota Rules 7672 ??
Energy Code Categoty Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet
(d submission type) • Submitted Submitted
• Energy Envelope Calculations Submitted
in the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?
_ Y _ N if yes, date and address of master plan:
Licensed Pfumber
Mechanical Contcactor
Sewer/Water Contractor
Telephone # (
Telephone # (
Telephone # ( j
I hereby apply for a Residential 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 pemnit, and work is not to start without a
permit; that the work wili be in accordance with the approved plaron the jase of work which requires a review and
approval of plans. ?
C??? ?vs ??,
Applicant's Prited Name Applicant's S?
DO NOT WRITE BELOW THIS LINE
?-
Sub Tvpes
? 01 Foundation '? 07 05-plex ? 13 16-plex JK 20 Poo! ? 30 AccessoryBldg
? 02 SF Dweliing ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Muiti
? 03 01 of _ plex O 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 33 Ext. Aft - SF
? 04 02-plex 0 10 OS-plex 0 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc.
? 05 03-plex ? 11 10-plex O 19 Lower Level ? 24 Storm Damage
O 06 04-plex ? 12 12-plex ? 25 Miscelianeous
Work Tvpes i ?V dl-i>
0 31 tJew ? 35 Int tmprovement ? 38 Demofish Interior ? 44 Siding
? 32 Addition ? 36 Move Buitding ? 42 Demolish Foundation O 45 Fire Repair
0 33 Alteration O 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors
O 34 ReplaCement "Demolfion (Entire Bidg) - Give PCA handout to applicant
Description: Water Qamage Yes
Valuation qE> OZ) Occupancy MCES System
Plan Review 100% or 25%
Census Code W 3,( Zoning City Water
SAC Units Stories Booster Pump
# of Units Sq. Ft. PRV
# of Bldgs Length Fire Sprinklered
Type of Gonst ll )?j Width -
REQUIRED INSPECTIONS
_ Footings (new bldg) Sheetrock
_ Footings (deck) i FinaUG.O.
_ Footings (addition) FinaUNo C.O.
_ Foundation HVAC
_ Drain Tile ^ Other
Roof Ice & Water Final ?' ool ,? p Ftgs ? Air/Gas Tests Fina1
_ Framing^ S-iding _ Siucco Lath _ Stone Lath Brick
_ Fireplace _ RI. _ Air Test _ Final Windows
_ Insulation _ Retaini.ng Wa11
_M* h471VdA
Approved By:
, Building Inspecfor
Base Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
License Search
Copies
Other
Totai
' POOL PERMlT - APPLICATtON SUBMITTAL REQUIREMENTS
Address: ?,<-% AacAa,c.e)k ?d-
Applicant Name:
v
?
¢
?
o z
GENERAI. iNFORMATION
p p ? Applica.nt - narne, address, phone & fax numbers, signature
,0 ? ? Property owner name
,21 ? ? Legal description and address of property
,0 ? CI North arrow, scale (1" = 30' or 40') and tlate
JJ ? ? Location and name of all streets adjacent to property
0 ? ? Site Plan drawn ta scale showing location of house, pool and other existing or praposed structures
Jf7' ? ? Directional drainage arrows (existing and propased)
ELEVATIONS
Existinq
?4 ? D Hause corners
,la ? ? Property corners
? )3 ? On property lines at point of ineasured dimension to paol (see below)
? ? If applicabte, ground elevation at each end of retaining walls and at wa11's greatest height
Praposed
? ?d ? Finished pool deck corners
G] q ? Top of retaining walls (if any) and at each different elevatian (if it changes)
f,a ? ? Poo1 bottom (or ma.x. depth)
DIMENSIQNS
Existin
?d ? ? A11 property/lot lines
Praposed
A ? G Pool
? 21 ? Pool plus integrated deckJpatio
)4- ?? Shortest distance from outside edge of pool deck to lot iines and house
Reviewed: ?
Name Date
G:FORMSlPoal Permit Checklist/06A2-04
`)-1,4 J' 17? j 2006 RESIDENTIAL BUILDING rExMIT APPLICaTioN
City Of Eagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone 9 651-675-5675 FAX # 651-675-5694
New Construction Reauiremenfs
3 registered site surveys showing sq. it of lot, sq. ft of house; and all roofed areas
(20% maximum lof coverage ailowed)
2 copies of plan show'sng beam & window sizes; poured found design, etc.
1 set of Energy Calculations
3 copies of Tree Preservation Plan if lot pfatted affer 111193
Rim Joist Detaii Opfions selec6on sheet (buildings with 3 or less units)
Minnegasco mechanical ven61a6on form
1-?. Cb
Date ?0_
Site Address Canstrnction Cost
,
Unit/Ste #
Description of Work
Multi-Family Bldg _ Y -V,
N Fireplace(s) ? 0
7x 1 _ 2
Property Owner 13 ?J?c1ll 14aI''5 Telephone #
Contractor
Address
State
Zip 6`?/ Crt3'.- 20,P1e L)a wP,'v.?
Telephone#(jp CL ) q I Qr3 11Z-2
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
ft
- Minnesota Rules 7670 Categ.ory 1 _ MinnSid
Energy Code Category . Residential Ventilation Category 1 Worksheet • Ne y
(4 submission type) Submitted Su ?
• En
ergy Envefope Caicu{ations Submitted JUN 2 8 zoos
1n the last 12 months, has the Gity of Eagan issued a permit for a similar p{an based on a master p{an?
_ Y _ N if yes, date and address of master plan:
Licensed Plumber Telephone # ( )
Mechanicai Contractor Telephone # ( )
Sewer/Water Contractor Telephone # ( )
I hereby apply for a Residential 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 accordance with the approved plan iAi the cap of work which requires a review and
approval of plans.
?0?A ? ??Applicant's Printe!d Name Applicant's
DO NOT WRITE BELOW THIS LINE
Sub Tvpes
? 01 Foundatian
? 02 SF Dwelling
? 03 01 of _ plex
? 04 02-plex
? 05 03-pfex
? 06 04-ptex
rk T es
31 New
AT-32-A?
? 33 Alteration
D 34 Replacement
? 93 16-plex
? 16 Firepiace
? 17 Garage
:0 18 Deck
0 19 Lower Level
0 20 Pool
? 21 Porch (3-sea.)
? 22 Porch/Addn. (4-sea.)
O 23 Porch (screen/gazebo)
0 24 Storm Damage
? 25 Misceltaneous
O 30 Accessory Bldg
? 31 Ext. Alt - Muiti
? 33 Ext. Alt - SF
? 36 Multi Misc.
? 35 Int Improvement ? 38 Demolish Interior O 44 Siding
? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
? 37 Demofish Building* ? 43 Reroof ? 46 Windows/Doors
•Demofition (Entire Bidg) - Give PCA handout to appiicant
Description: Water Damage Yes
Valuation ? rfz Occupancy Z' MCES Systern
Plan Review 100% or 25%
Census Code ?q Zoning f Cify Water
SAC Units Staries Booster Pump
# of Units Sq. Ft. PRV
# af Bldgs Length / y Fire Sprinklered
Type of Const Width - 2-7
Footings (new bldg)
Footings (deck)
_ Footings (addition)
Foundation
Drain Tile
Roof Ice & Water Final
_ Framing
_ Fireplace _ R.I. _ Air Test _ Final
_ Insulation ?
Approved By:
Base Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
License Search
Copies
Other
Total
? 07 05-plex
? 08 06-plex
? 09 07-plex
? 10 08-plex
? 11 10-plex
? 12 12-plex
REQUIRED INSPECTIONS
_ Sheetrock
" FinaUC.O.
FinaUNo C.O.
HVAC
Other
_ Pool Ftgs Air/Gas Tests Fina1
_ Siding _ Stncco Lath _ Stoue Lath _Brick
_ Windows
_ Retaining Wall
Building Inspector
9524312187 9.6K
Jul 14 2006 12:19PM Lofgren Heating and Rir C 9524312187 _ p.1
pXA04; r0.9 -7 At 3Y
C1ate= 1/W006 Revision Uate: 115f2406
f-iiil?e 1r,??rmation
AWdress 1: AAM BLAGK14AWK RD
Auddress 2: A/3*
C;ity: EAGAPJ county: D,4KOTA
AmPRrcation trrfomation
Eruskness Name: E.QFGREN HTG AJG
C.ontact Persow. RANDY ANDREWS
N? C??.?, . . .?? e? e
Pcoject #: CLB
Lot: Block:
Subdivisioff.
MN Contractor LiGense #:fiBfiB
C1fiCECe Ph: 952-431-581 1 Faac: 952-431-2 # 87 Ce#1 Ph: fx 12-269-1011
AFddress 9: 5708: UPPEEi 147th ST W
t:iiy: APPl.E VALLEY State: MN ZipCode: 55124
HtoM C0ts1?s
Square Feet 3758 sq. ft. Avg. Ceiling Ht: 9 ft, Nurrber of Bedrooms: 4
V'enti106on ; Balanced
Totaf Ventilation Capacity : 148 cfm_
Niintmurn Continuous Ventilatiori :75cfm..
iritermittent Ventflatian: 73 cfm.
COmbustiOn Anniianae
v?iaber Heatier. Power Vent Input BTUs: 35>OOU Independentiy Ven#ed
FurnacefBoiteE': Direct VerrtlSealed Combustion Input BTtJs: 80,400 tndependeM3y Verrted
Oithw Gonftnon Apniiances
Gas Fired Direct Veni Fir+eplace(s): Yes Gas Fk-ead Pawer Vent Fireplaoe(s): No
Gtas Fired Natural Draft Fireplace(s): Na Sotid Fuel Applianoe(s): No
Exnaust 1E9uipment
Corrtinuous Exhaust VeMilatian Capacity (cTm); NA Clothes Dryer (cim): 135
Exhaust Fan Ftating (efin): 950
M*-k"
No Make-Up Air Required by Code
? AiF
2p06
? 14
M?imum Coml3ustic?n Ai? F?equirerne?ts Mef. ?UL
,?---_-------?----
App#icarrt Name (pnnt):` T AJ 1 An ? ? et,,1S Sjgr??:
Cc?de Official {prerSignatticelDate:
0 2004 CerHerFcriu EneW MinnepsUO. 2004 Meehsn"scat Co& Guicleliows. Page 1
Address: 4590 Blackhawk Road
Lot:2 Block:2
?2 -2 34
Permit: 7223 Zip: 55122
Subdivision; Clearview
THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON r?
Yes No Comments
Final grade - 6" from siding '- ?
Permanent ste s- ara e
Permanent ste s- main ent
Permanent driveway
Permanent as
Retaining Wall or 3:1 Max Slope '
Sod/Seeded lawn ?c
Trail/curb damage
Porch ;
Lower level finish ?G
Deck ?
Fireplace A41, - A.rJ Z
• Verify with your builder that roof test caps from the plumbing system have been removed.
• Turn off water supply to the outside lawn faucets before freeze potential exists.
•Cal! the City's Engineezin.g Department at 65 ]-6'75-5646 prior to wc+rking in right-of-way cr installing
irrigation system.
?..
,
? BUILDING INSPECTOR:
4 a ?,-
?
..>?.
. ? ?
,
? ? ?? PI ?? NEERengineering
°
Mendota Heighu Office Coon Rapids Office
PaRieVe 2422 Enterprise Drive crva ENCn?s a,nxD eL.arnN?xs LnNn suxvEYOxs i,nNnscnrs nxc?crs 20185th Avenue N.W. R ED
LOT AREA = 23,777 sq. ft. Mendota Heights, NIN 55120 Coon Rapids, IvIId 55433
COVERAGE= 9.1 % (651) 681 1914 Fax:6819488 MeT1dOt1 He).ghtS OffiCe (763) 7831880 Fax:7831883
HOUSE AREA/ GARAGE = 2,772 sq. ft.
HOUSE TYPE - 9 FT POURED FULL B.ASEMENT (RAMBLER) Certificate of Survey for: CLB HOME BUILDERS LLC
PROPOSED SANITARY SEWER SERvI('F iNVE"RT ELEVATION =NOT AVAILABLE 4590 BLACKHAWK ROAD, EAGAN, MN
y
PROPOSED SANITARY SEWER PIPE 1MvERT ELEVATION (MAIN LINE) BUYER: ANDY & RACHEL LEE NOTE: PROPOSEO GRADES SHOWN PER GRADING PLAN BY: t llA
AT CENTER OF ORIGINAL LOT =(941.8 PLAN EAST 215.82 NOTE: BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL AND VERTICAL LOCATION
BLOCK RETAINWG OF STRUCiURES ONLY. SEE ARCHITECTURAL PLANS FOR BUILDING AND
955.1 I BENCH MARK: WOODEN RETAINING WALL FOUNDAiION DIMENSI0N5.
I TOP OF SPIKE WALL NOiE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN COMPLETED INd THIS LOT BY iHE
955.3 955.6 ??ELEV.=957.29 i? 957.4 l957.8 I
x '---°••- 956.5 i EXISTING I SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE
955.1 R_p_W Ix --- I x956. 2 " i DRAINAGE AND UTILITY
HOUSE ?,?{- PROPOSED IS NOT THE RESPONSIBILITY OF 7HE SURVEYOR.
x 956.6
?? • ASE NT PER PLAT
! 956.8 ?
? ! x. 957J. 957.5 ,-? 962.2 i i ?? ?
95 0 956 9 956.5 g?b ?7 x ? 957.5 ?95g,8 ?X ?? ? 962.9 ? NOTE: THIS CERTIFlCATE DOES N0T PURPORT TO SHOW EASEMENTS OTHER THAN
955.8 955.8 ?5.9 957.3 ? ? s ? iHOSE SHOWN ON THE RECORDED PLAT.
4? 7 55.823 K 955.8 ' 957.1 Kj 7. n
--- _ _q5q^.955.`a, ', t0 ?
B B ? so.o - R?alo 956.7? 'B .-p- 959.8 NOiE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN.
7.6 957. S6J 58.0 O
956.2 9 69.2 - - - ^ - ? / 0 963.2
? " 58•7 960.1 5 631 O NOiE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DAiUU
o 0.25 °' ?
962. ? 0
0 r ? °? ' 21.75 o `k. p C?
O ? e.3 N po$%. 'sso.s ? 57.2 957.2
00. ? p a I.? ? Q D
x957.6 ?955.6 958,8 ? 0) 0 9 .1 ? W ? 2 ?r
957.6 958.8 58.8 / m
Y ? ? o ???? ?? EAGAN ja? ti 20
Q i /DRIVEWAY ROPOSED N p p,?959.4 10 ? 960.7 ?j?, 0,?-` ti 961.7 x 963.2l1 / I 964.1 964.8 , V/I C, /? jC ??.
GWI?G
6.00 ? ? 9 ?o / r ? ? 0 c ) ,1?
i
?y ? 9612 u ??i By:?Y
959.2 I Z
958.0 Y 1 1 ?G6Q.5) 59.1 42.00 sso., ? ; ??
958.6 958.5 a ?----sss -- -- e;. ---- -----r- 85.8 ----' ------I
x O ?? r ID6
U ? ssa.s 959.9 o i x -t 959.1 : i o 1 w= DATE:
i
58.6 ? I ? 961.0 i 945, 11.4 965.4
J sss.s ??959.4 A ? BUILDING INSPECTIONS OP40QN
? i 964.3 965.0
? ( DJ 964.7 _ ?_
m ?
< i PROPOSED HOUSE ELEV TION
N ?ij ? ? LI J LOWEST FLOOR ELEVATION:
961.3 \BENCH MARK: 960.4960.4 2 TOP OF BLOCK ELEVATION: 2'Z
; \
Q ? ? TOP OF SPIKE i x
9s9,? ?? ? ELEV.=95?.40 i t'96o.4 9604 GARAGE SLAB ELEVATION:
59.6 959?-7, ?5?;9. i 959.2 9.8 0
9599 961.2 z I ? 958.6 '
qeyC? ???963.8 (?
960.0 ,?ss EAST 216.50 I
.??..._,?. ' 963.8
49 1959.9 A A -'i 961.8k X 000.00 DENOTES EXISiING ELEVA710N
961.1 ,P 959.4 i l-11 \LL_L. ` f ?i E x
960.Z960.9 ?g [? 959962A Qx ? g6z.4 I g83,8? ( 000.00 ) DENOIES PROPOSED ELEVATION
)961.2 0.6 .. A H. 951V . ?Z C? rl x 9?.s,?? 9y2 I0?962.8 I --- DENOIES ORAINAGE AND UTILITY EASEMENT
- -> DENOTES DRNNAGE FLOW DIRECTION
33 I? k AI N I N I?- ^!1 ?""71 '---.f1 - A A F I f
_?) A v:959?. ?? L) , T A T I /1 N 1
? I V I i I V I V L_ .: lJ I/-1 V L= i?:-I -W-I L_-I-----I????0-'?7'T" ? I,I \/'Gi- i-' 58.3I \ II 9BA71 I V I N I_ I --?-- DENOTES SPIKE
0 Ig61.3 ???I T /1 ?? B 1 ? I A\/ 9? 1 I T ? I f?l ?0 A '?
961L ?` g61.5 961.5 I I 961.3 ? $ DENOTES OFFSET HUB
i 1 \IVrII i u?° vv n i r1 I I VlJx96t3--`t I? 96?
- i 961 ? i "- - - ? - - - - - - - - - ? x " - -i - i WE HEREBY CERTIFY TO CLB HOME BUILDERS LLC
_ ssts x96t.s ? 960.8 1
?AT THIS IS A TRUE AND CORRECT REPRESENTATION
I o 96tz 9so.6 x ° OF A SURVEY OF THE BOUNDARIES OF:
\BENCH MARK: i ? 961.7 i n i I n in ir-r- n n r?` 960.9 r 960.2 ? LOT 2, BLOCK 2, CLEARVIEW, TOWNSHIP OF EAGAN.
TOP N HYDRANT i o ?.,?.n.F l. i vv. ???I vL.li i i?UnU I o ?
3 O96,.6 1 ? ? EXCEPT PARCEL 43 OF MINNESOTA DEPARTMENT
IEWt i i h AiN IN n nr-A L) Th Ar'N IT nr- -r7) n N I? /1 L)T n I OF TRANSPORTATION RIGHT OF WAY PLAT N0. 19-41*
i DAKOTA COUNTY, MINNESOTA
D u I IVIII VI V\./ IUI?I \ I IVIL_I V I VI? I I\nl V..? VI \ I IT\ I IVI V I
m co
By I I -r n r- i Ai n? i -)i n T N i n ?`.? ? i IT DOES NDT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS,
i mLn I? i v f 1 I U i v v T-\ i , L_ n I i v EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT
Dam -2&0 SUPERVISION THIS 29TH DAY OF NOVEMBER, 2005.
1?A(iAN ENG???ERfiNG DM ? - - ?
?
SCALE : 1 INCH = 30 FEET
31 105310000 MTWx3
962.6 ?
962.6
1 962.6 962.4
962.7 ? 962.3
aE
x 62.6 962.2
962.4
962.2 962.1
Revised:
12-2 - tED
12-30-0 RESTAKED
0-2- kvE P
Y NED: PIONEER ?m' P.A.
Ut"ra
? Dan R. Westergren License No. 19! 90
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qF ilnt Mn'I. B+,Y d 5t. P+ut NWK SE'i 1,7 2.11 12-1-$4 fK
RICHT OF 14AY tN CIEARYfEW ADDITION
43 Theadae H. W+cnui Lot 2, 61k. 6497
S??f FN
43E Orid Al. Pavpe Lot 1, Blk, 3?? Fee
Nif : 4 -$'_?;ti
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RIGHT OF WAY PLAT N0. 19-23
$UTE PROdECT NQ. 1982(35E-390)904
IN THE SOUTN HALF OF SECifON 19.T.17M1.,R.23w,
DAKOTA CCUNTY. A1INNESOTA
TN[ COMNISSiONER W TR/JIS/O4TAnON IS NEqEBV 64SK.NATING T/1f p[flMlt(
, lIXAftJNOFiPVNKMIGwMAVMO.JSE fu0Y0.544ES0UThOFT00.S
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Iftax",?. Mendota Heights Office Coon Rapids Office RnReV* REQUIRED
2422 Enterprise Drive crvu, ?cn?Exs ?.a.nrD PLnNt?xs i,nxfl suRV?oxs t.axDSC.a? .aRCt?crs 20185th Avenue N.W.
Mendota Heighu, NW 5511A Coon Rapids, NII?155433
LOT AREA = 23,777 sq. ft. (651) 681 1914 Fax:6819488 Ivlendota Hei hts Office
COVERAGE= 9.1 % g (763) 7831880 Fax:7831883
HOUSE AREA/ GARAGE = 2,772 sq. ft.
HOUSE TYPE - 9 FT POURED FULL BASEMENT (RAU?BLER) Certificate of survey for: CLB HOME BUiLDERS LLC
PROPOSED SANITARY SEWER SERvi('E iNVERT ELEVATION =NOT AVAiLABLE 4590 BLACKHAWK ROAD, EAGAN, MN
PROPOSED SANITARY SEWER PIPE 1MvERT ELEVATION (MAIN LINE) ti BUYER: ANDY BC RACHEL LEE NOTE: PROPOSED GRADES SHOWN PER GRADING PLAN BY: hI(A
AT CENTER OF ORIGINAL LOT =(941.8 PLAN) EAST ? 215,82 NO1E: BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL AND VERTICAL LOCAiION
`
BENCH MARK: BLOCK RETAINING Of SiftUCNRES ONLY. SEE ARCHITECTURAL PLANS FOR BUILDING AND
955.1 ? TOP OF SPIKE WOODEN RETAINING WALL FOUNDATION DIMENSIONS.
( 955.3 955.8 ? ELEV.=957.29 WALL 957•4 l957.8 I NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN COMPLETED ON THIS LOT BY THE
x ?^••-•?--. 956.5 i EXISTING SURVEYOR. _THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE
955J R_O_W ?x 5 ! x956.2 /956.6 DRAINAGE AND UTILITY pROPOSED IS NOT THE RESPONSIBILITY Of iHE SURVEYOR.
?------- 49.5---- (956-.?9' Ir " i x sss` e? HOUSE ?%'? ASEM?ENT PER PLAT
957.1. 957.5 ?-962.2 ? i
956,?0 9569 956.5 g?? 56 7 x ? 957.5 1953:8 mx ,.? 1 ??Ij
B „?? NOTf: THIS CERTIFlCATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN
955.8 955.8 ? f?55.9 ? 957.3 957.1 ' ? 962.9 THOSE SHOWN ON THE RECORDED PLAT.
x 955.8 ' . ? . . M Z f n:
4t 7 ? 55.8 %
______ B B --• 956.7t o ?$ ? 959•6 ? ? 963.2 NOTE: CONIRACTOR MUST VERIFY DRIVEWAY DESIGN.
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956.2 "--- - 957.6 957. 56J 58.0 O ?58.7 ? y? 959.4„
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`r s?
o LOWEST FLOOR ELEVAl10N:
961.3 N 1 LO
? ?- ? BENCH MARK: sso.as6o.a TOP OF BLOCK ELEVATION: Z?Z
\p f ? `TOP OF SPIKE j f- '
?O sse ? ELEV. 940 I 960.4 960.4 t',11J.?, D GARAGE SLAB ELEVATION:
. .g59?.
59.6 9s9.?.7?? d 1s i .2 ° 5.8 ? ?
961.2 959
1 ? r958.6 963.8?
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?---- 49. --??? ?959.9 961.1 fi ?) A f'I A 961.81 E 6. E x 463.8 X 000.00 DENOTES EXlSi1NG ELEVATION
? 960.2 959 4 i!"1 I\ u L_ L. `r ?i ? 962.4 000.00 DENOiES PROPOSED ELEVAiION
,, 95 (? c? 959:2 ?.962A ?I I 963.8 ?
I V 962.8 I --- DENOTES DRAINAGE AND UiILIiY EASEMENT
960.6 ? x 960.9 1 p ?'- • •AH• ? • ?? ?/ T?- k ) 99 9g2 I O?
A AIN IN Ir-:.j-?--i--?..? - A AF 1-7- nF- h ` T A J -->- DENOiES DRAINAGE FLOW DIRECiION
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0 ? ?1Y?I I-r ? r' \A/ A? ? I T N I n 1^ " A, 9fi1"5 9j"" ?, ?61.5 961.5 961.3 ? -$-- DENOTES OFFSET HUB
- 61.2 961
- J I 961A ?ixfi1-3 I\I\7?? I U?1'8 VV r1 II VV?961.3vt I? _X ^_
? -'- `- " i i WE HEREBY CER7IFY TO CLB HOME BUILDERS LLC
961.5 x 961.5 ? i 960.8 1
0 961.2 esa.s x , THAT THIS IS A TRUE AND CORRECT REPRESENTATION
o ° OF A SURVEY OF THE BOUNDARIES OF:
- 61.' BENCH MARK: i T 961.7 ir-r- n n n` 960.9 ? 960.2 ? LOT 2, BLOCK 2, CLEARVIEW, TOWNSHIP OF EAGAN.
TOP N HYDRANT 0 v.,.:.n.fl. i vU. vL.li i i?U,?V l .?--------`p?--" o ?
&61 .6 ?n ,U') , EXCEFT PARCEL 43 OF MINNESOTA DEPARTMENT
IEWtD rx%,'& Ar-N I-r nr- 7-?? n ? ?-r I TinN I ; OFo AR oNSPOR NASOON RIGHT OF WAY PLAT N0. 19-41*
i m? I IVIL_i v I Vi I I 1ni v.,? UI \ 1 rf\ I IVi v 1
By I i L) ? A/ A-)I A T ?1 -1? ^.1
.n I i vv. i? - `r IT DOES NOT PURPOR7 TO SHOW IMPROVEMENTS OR ENCROACHMENTS,
? ?? EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT
D? 0 G Day`' ?11i?6b SUPERVISION THIS 29TH DAY OF NOVEMBER, 2005.
6?A6AN ENIGi?N?R1NG 1?FPx ? EA AN-NGwEseflciUiEPT. - - - - - .
962.7 I 962.6 962.4 962.3 evised: IGNED: PIONEER E ? NG, P.A.
SCALE : 1 INCH = 30 FEET esz.s x 62.6 sszz 0z-2 ?0 RRVEKED eLIE T e:? ?, ??,?, ?. I
962.6 962.4 962.2 962.7
Dan R. Wester ren License No. 19790
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NEERengineering
r Mendota Heights Office Coon Rapids Office ARM REQUIR
2422 Enterprise Drive CIVIL ENGIIJEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECI'S 20185th Avenue N.W. ?
Mendota Heights, MN 55120 Coon Ra ids, MN 55433
LOT AREA = 23,777 sq. ft. (651) 681 1914 Fax:6819488 Mendota Heights Office (763) 7831880 Fax:7831883
COVERAGE= 9.17 F
HOUSE AREA/ GARAGE = 2,772 sq. ft.
HQUSE TYPE - 9 FT POURED FULL Bp,SEMEN7 (RAMBLER) Certificate of Survey for: CLB HOME BUILDERS LLC
PROPOSED SANITARY SEWER SERvIf'& iNVERT ELEVATION =NOT AVAILABLE 4590 BLACKHAWK ROAD, EAGAN, MN
PROPOSED SANITARY SEWER PIPE 1MvERT ELEVATION (MAIN LINE) „ BUYER: ANDY & RACHEL LEE NOTE: PROPOSED GRADES SHON'N PER GRADING PLAN BY: ?//?
AT CENTER OF ORIGINAL LOT =(941.8 PLAN) EAST 215.82 NOTE: BUIIDING OIMENSIONS SHOWN ARE FOR HORIZONTAL AND VERTICAL LOCATION
BENCH MARK: BLOCK RETAINING OF STRUCTURES ONLY. SEE ARCHITECTURAL PLANS FOR BUILDING ANO
955.1 I WOODEN RETAINING WALL FOUNDAiION DIMENSIONS.
I TOP OF SPIKE
955.3 955.8 ? ELEV.=957 29 i? WALL - ysza ?ysze I NOTE: NO SPECIFlC SOILS INVESTIGATION HAS BEEN COMPLETEO ON THIS LOT BY THE
W -r ?-- 956.5 ? EXISTING DRAINAGE AND UTILITY SURVEYOR. 1HE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE
e55.iR-O- x x
xsss""""'.2 i ?
X ? 956.6 957J 9 r PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR.
x . 956. HOUSE 962
?ASENT PER PLAT
I / 57.5 .2 ii
95 750'~956.9 956.5gggb 567 x ? 957.5 r95y:8 ?x a(?,?{ NOTE: THIS CERTIFICAiE DOES NOT PURPORT TO SHOW EASEMENTS OTHER iHAN
955.8 955.8 ?5.9 ? 957.3 ? ?' 6
4 7 55. K955.8' , 957.1^ Nj 7. ?,f y / 962.9
7,11 ?
---_ f I ^ 955.5; V P u) I 0? 956.7? ?? 0 J , 959.8 _ j Ee
-- B?B - ?- -- -??`, _
? ? ? 963.2 NOTE: ONTRACTOR M?UST VEER FYCDRI?VEWAY DESIGN.
- - ? ?
. • - . -?- -
-- - 7? x
956.2 `49?? 57.6 957. S6J ?j5 80 O ?SBJ ? y? 959.4?? ? 50.0 ----- ? ? ??? ggp 1 5 63 1 O NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUFA
S ? p 0 0.25 21.75 ? se2.O
? ? GARAGE o a , sso.s C J
? ? s?.2 es7.z s a.s 138.00 ° A"?????? x 957.6 958.8 ? ?aL1. 0 ) a N w o?
. ? ??N ? b 2006
95?.6 958.8 958.8 o ?
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I ? I P R P O S E D N O/O,b959.4 ' 960.7 961.7 ?p?:963.2 / I v 964.8 ?EVIC? J ?/E ??.
o / cvv
Q . I DRIVEWAY 6.00 N a 9.0 964.7 ( l? r.
--- b--- ? p? ?'
? 959.2 W i 7 7.
958.0 ? ? ??l6?'5) 59.1 42700 960. $5.8 ----` - ----??-??
958.5 -- -
- ?
958.6 ? r- - -- -- n -- .
„ 958.6 959.9 p x 959.1 , 959.1 e}€ ? i W DATE: r-
I Q ssi. ; 4511.4 sss.a p _
? 58.fi 958.6 ?,? 9
? -1959.4 D
?(???,o? . UILDIK 1NSQEV 1 itil"1S OMMON
964.3 965.0
964.7 1
?j- PROPOSED HOUSE ELEV TION
o ? < j ?
N ? aup° ?t o LOWEST FLOOR ELEVATION: a
961.3 ? - ` ( \BENCH MARK: 960.4960.4 \ I 2 _? TOP OF BLOCK ELEVATION: Z?Z
Q ? ? TOP OF SPIKE y
i ? ^ F- '
? 960.4 x 960.4 Vy,
? 959. ie
ELEV.=9.40 ? GARAGE SLAB ELEVATION: C??a
?,? ? ? ?.
59.6 ss a S 959.2 ° 5.8 Q
9J 95 .9 961.2 ii 1 r958.6 aS'? 963.8
I
960.0 t
3 ) 9 , EAST 216.50, ? " !' ? Qcn3?e) ?
I- ¢g. A A 963.8
?---- __959.9
-' 961.8? X 000.00 DENOiES EXISiING ELEVATION
960.2 1 961.1 { 959.4 ?E 6. E? x
i r1 I\ v L_ L. 962.4 ? ( 060.00 DENOTES PROPOSED ELEVATION
960.6 I k 960.9 j O `? .. A{? H. 95?9 . Z n n? A ? 959;2 962.0 ? ? 963.8 -- ?
? ? ?? ??L ?? 9t??? ??? ? I - DENOTES DRAINAGE AND UT1LIiY EASEMENT
'I•?L? I? 962.8 I -? DENOTES DRAINAGE FLOW DIRECTION
3 h A I N I ? i F- 1"`ri -' n ? r I T ?- ,.?j?
? L n u ?? T n ?- i n ni i
? I V I I I V I V I I\ I56..i+ I\ I? 96A 71 I 1J I N I DENOTES SPIKE
- `? 961G0 ? ?@1:51 i T (1 t" I A 1 A?/ ? I?T N I/1 I^ q '"?? "?t I -? 961.3 ? $ DENOTES OFFSET HUB
61.2 ' \15 X 6?-3 I\I\7?? I U?18 VV I 9?.?L.n ii v11,961.3v 9fi` 5 9X1.5 9615 i ? i
-? i W E H E R E B Y C E R T I F Y T O C L B H O M E B U I L D E R S L L C
961.5 x961.5 ? 1 960.6 x 960.8 ? THAT THIS IS A TRUE AND CORRECT REPRESENTATION
961.2 ° OF A SURVEY OF THE BOUNDARIES OF:
61?7 BENCH MARK: 961'7 ? n i i n960.9 960.2 ? LOT 2 BLOCK 2, CLEARVIEW TOWNSHIP OF EAGAN.
TOP N HYDRANT n i ?..:.?.F I . i ?v. 7 0I ?,°? i EXCEPT PARCEL43 OF MINNESOTA DEPARTMENT
; OFoTTR oNSPOR NAS ION RIGHT OF WAY PLAT N0. 19-41*
IEWt i ; bAin in ir-; n-r n nr-h[)Tk Ar- N 1-7 nr- -r?) n N i/N L) T ,-inN I
D i m0 Ivlli vi vL_..,\J I n UL_" nl \ I IvlC_i v I vi I I\ni v.;I vl \ I m I Ivi v i '
gy 14 E) i i` i' T n r- \a i n? i D t n T n i n -1,? n 1 IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS,
m Lo I \IVf 1 i vi uv n I
D3Ce 0 EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT
SUPERVISION THIS 29TH DAY OF NOVEMBER, 2005.
6t1Q4N FNti04?ERtNG 6F,Pe , - - - - - - - - -
?
962.7 ? 962.6 962.4 Revised: n
962.3 IGNED: PIONEER E E 4NG, P.A. xl? 962.6 x 62.6 962 Z 12-30-0 RESTAKFD E
SCALE : 1 INCH = 30 FEET o-2 -ob Rve etIE B: '??k 14-
962.6 962.4 962.2 962.1 D a n R. W e s t e r r e n L i c e n s e N o. 1 9"0
731 105310000 MTWx3 ?? Ios la? 9
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Mendota Heights Office Coon Rapids Office
2422 EiltelpRSe Dtive CIVII, ENGINEERS LAND PLANNERS LAND SURVEYORS LP.NDSCAPE ARCEFMCfS 20185th Avenue N.W.
LOT AREA = 23,777 sq. ft. Mendota Heights, MN 55120 Coon Rapids, MN 55433
COVERAGE= 9.1 % (651) 681 1914 Fax:6819488 Me1ldOta H01ghtS OiCe (763) 7831880 Fax:7831883
HOUSE AREA/ GARAGE = 2,772 sq. ft.
HOUSE TYPE - 9 FT POURED FULL BASEMENT (RAMBLER) certificate of Survey for: CLB HOME BUILDERS LLC
4590 BLACKHAWK ROAD, EAGAN, MN
PROPOSED SANITARY SEWER PIPE INVERT ELEVATION (MAIN LINE) ? BUYER: ANDY & RACHEL LEE NOTE: PROPOSED GRADES SHOWN PER GRADING PLAN BY:
AT CENTER OF ORIGINAL LOT =(941.8 PLAN) EAST Z 15.UZ NOTE: BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL AND VERTIGAL LOCAiION
POURED CONCRETE BLOCK RETAINING OF 57RUCTURES ONLY. SEE ARCHITECTURAL PLANS FOR BUILDING AND
I I ?` WALL FOUNDATION DIMENSIONS.
9551 RETAINING WALL /
i ? I NOTE: NO SPEqRC SOILS INVESTIGATION HAS BEEN COMPLETED ON lHIS LOT BY THE
? EXISTING SURVEYOR. THE SUITABILITY OF SDILS TO SUPPORT THE SPECIFIC HOUSE
955.1 R_O_NI HOUSE DRAINAGE AND UTILITY pROPOSED IS NOT THE RESPONSIBILITY Of THE SURVEYOR.
955.4 956.4 EASEMENT PER PLAT
--?-- 49.5---- / ?
950.4 957'1 957.5 962.2?i? ? NOTE: THIS CERTIFICAIE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN
55.8 956.6 958 1 I 958 1 962.9 THOSE SHOWN ON THE RECORDED PLAT.
4t. 7 F?'"`956.3_
j_ , .?.. .
,.;
g g ___ ? ,H? ,.•6i ?.9=?? 958.7 ; _ „„_ _-? - 458-? EB 32 NOTE CONTRACTOR MUST VEPoFY DRIVEWAY DESIGN.
._. v ? ---- -1- 96
956.2 9621 960 6 1.9 9621 50.3 962.1 t 952 958.4 959 3;, 2? 63.1 O NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM
'?UU?
9?69 95$P 56?3 9615.98'?7' 1 ? pj _;..989° r?
Q .,1 O 21.8 p ifi 0 u `- 962.? ?
„
N ss2,a'GARAGE ' I o cv I O C ?
96
?
?? ? ---- ? ? ? 96D.6 960.9
967A
? ?sz2 ysz.2 38 0 ssi.s
Q , . 96132 ? a i /°J deck Wt ??
O 8? ?
? Z w ?
? , 8F2 d' p .
° s?;.7 ?ti ! ,- g
g I 964.8 ? - ? y
<0? ? 958.4 ? 9Fi b D?IVEN?AY ' N O/X'S 961.3 961.76?x'7 ? ? ? -
I Q 57.9 959.3 6.00 N W .0 N .... 964.1 0 ?1te
9bt D; /? 61.9 961.6? n?p?
2 96? 7 963.2 , 9612 (? , FAGAN ENG r1 vl:l l.
958.0 ss .
958 es .9 42.0 9?-? ? 961.6 u)
I sss.s :sss 7 : ----x- 85.8 ------------{ 0
U .6 95 9 960.2 e I i>
? 958.6 ti, I 961. i
Q I I 962.2 x 961.5 i961.9 w
945.15 ? ?.4 1 965.4 c- ? J
1y58.6 y. 959.9 ?? I x 961.5 >
n x ?
_f 958.6 ^ 959.4 961.3
m I+ 960.8 POOL J9643 965A ?- <
Q X ?! I *•963.0 1, 964.7
° I sstz 961,5 ssi.s GRADING AS-BUILT EXISTING HOUSE ELEVATION/PROPOSE
I ? s 959.4 „. ? 961.0 ? 96L5 951.5
r- 959.4 ysg 1 o? ?>> LOWEST FLOOR ELEVATION: - 953.5
N ?n X'? ? ?
961.3 ?s •3 ?-7 s62.5 TOP OF BLOCK ELEVATION: 962.9 962.2
0 ? i 959.6 j 958 9' e,so.e GARAGE SLAB ELEVATION: 962.4 9618
59.6 9597 ? 959? 959.1 ? 959 659.6 " ? ?: 958.61 960 6 960.4 0
960.0 1 959.7 9g59.9 961.2 ? E/'1pST ? 9586958.6216•50?`"3z 960.1 ?i 963.8? V)
963.8
------ 49 9599 961 1? ?r) A L)/?I"-I 959.1 959.3961.8 X 000.00 DENOTES EXISTING ELEVATION
960.2 1 1 959.4 i/1 I\ U L L_ ??gZ p ?? 962.4 I X 963.8? ( 000.00 ) DENOTES F?ROPOSED ELEVATION
960'9 ? A H. 95 1 V O. ? DENOTES DRAINAGE AND UTILITY EASEMENT
I ?0 .
? k?F- DENOTES DRAINAGE FLOW DIRECTION
33 I?
960.6 K r1 IN I ? I ? :\(1??T1"" f1. i_ A L d r- n I T (lf ., T L) A N I? (l L) T h Til-/??AI I``•M I -?-
i I V I 11 V I V L_ .. V I n U I I V I I V I I I\ r4T=?:?`_ V I\ I!'\ I I lJ I N DENOTES SPIKE
961 0 ? nit@1'61 I T (? r-1.8 1 AI AA/ gBl "" f+w T ? 'I ?I DENOTES OFFSET HUB
961.2 ? I\ I\ 7r ? V Ur V V I-l I,. i' L_ I-1 7?" -w1"?V
- ` i 961'0 i - - ? - - - - `?,_ - ? - - - - ? -i - i WE HEREBY CERTIFY TO CLB HOME BUILDERS LLC
96?.2 0 ; THAT THIS IS A TRUE AND CORRECT REPRESENTATION
OF A SURVEY OF THE BOUNDARIES OF:
a _
960.9 ? 960.7 ° LOT 2 BLOCK 2, CLEARVIEW, TOWNSHIP OF EAGAN.
? ss?.? ? i i ? ?n ir-r- E)n n n` ,
?v\ v I i °
? ?6?.s ??_,? ••:.??.r1. L_1i i i ?
i EXCEPT PARCEL 43 OF MINNESOTA DEPARTMENT
' ?
i i k Ain iN ir-^nT n ?r-E) /, ?)-rp ArN I? nr- -r ?) n N iT ?, OF TRANSPORTATION RIGHT OF WAY PLAT N0. 19-41*
TinK i i DAKOTA COUNTY, MINNESOTA
I i mco Ivlli vi vI nl \ I IvIL_i v I vi I I\ni v.;j \JI ? I m I I\-li v i
i ii7?i i-r nr iA i n?i ')i n T nin ?u_ n ? i i IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS,
i m u) I\1?F1 I vi vv EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT
? E V I SED --?-8? K-7-K--7- -'???'? ?-I-?? SUPERVISION THIS 29TH DAY OF NOVEMBER, 2005.
?
?
? Revised:
962J 962.6 962.4 962.3 12- -
12-30-0 RESTAKED
SCALE : 1 INCH = 30 FEET 962.6 ?e2.s 962.2 7-18-0e cRAOitic as-euiLr
' 962.6 962.4 962.2 962.1
31 105310000 MTWx4
SIGNEO: ? PIONEER EN IN E?G, P.A.
BY ?\yl?-k•
Dan R. Westergren License No. 19790
?i
Use BLUE or BLACK Ink
r - - - - - - - - - - - - - - - - -
I For Office Used
j Permit
I Permit Fee: 1
3830 Pilot Knob Road 1 I
Eagan MN 55122 Date Received:
Phone: (651) 675-5675 I I
Fax: (651) 675-5694 I Staff: I
I I
2013 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: l~ 7 Site Address: Unit
Name: ~ES) Phone:
Resident/
Owner Address/ City/ Zip: L15 2 0&swik kV)
Applicant is: Owner Contractor
Type of Work Description of work: ,/6J'Zw , A a LT SAZL)~.1 ( ~
Construction Cost: ooo, ~ Multi-Family Building: (Yes / No )
Company: S-~Ag Contact: (01 '30%
Contractor Address:& o Ll City:
State: N N `Zip: Phone: ~p 70%
License #:U l~~i)as-a` Lead Certificate
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information)
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?
-Yes _No If yes, date and address of master plan:
Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer & Water Contractor: Phone:
NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of
the information may be classified as non-public if you provide specific reasons that 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.clopherstateonecall.org
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 of work which requires a review and approval of plans.
Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code ust be completed within 180
days of permit issuance.
x Y~n" Y r\z x
Applicant's Printed Name A41ica kSignaAture::~L
Page 1 of 3