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VALUATION
CITY OF EAGAN
3830 PILOT KNOB RD -
651-687-4675
New Constmclion Reauiremems " F
• 3 registered site surveys shmwng sq, R, of lot, sq. ft. of house; antl all roofed areas .
(20%maximumloicoverageallowed) n .
• 2 copies of plan showing heam & window sizes; poured fourM design, etc.)
• 7 set of Energy CalculaUans
• 3 copies of Tres Preservation Plan if lot platted after 711193
• Rim Joist Detad Options selection sheet (bldgs with 3 ar less units)
DATE N k
JOB SITE ADD
IP MULTI-FAMILY BUILDING, HOW MANY UNITS?
PROPERTY OWN
TYPE OF WORK.
APPUCANT ?
ADDRESS ?
PAGER # ?
CATION
m 'S-b o ---
32
p p '-t?s3o
-1 b .?
q o :Z?o
?r.7 set of Energy Calculations fa heated addiGons 5?-+'?-?j • y?
7?s't4e'survey fw crtenor addi6ons & deGS
G?
LANDj -? .35UI v? v
FIREPLACE(S) _0 X1 _2 _3
PHONE #
?RES neN Ipi?,3?
BUILDING PERMIT
CELL_PHONE #
#
?2-5_1' q93 3
IPCODE_` f??,
( 0 s-l`^fl I a
NEW RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY
Energy Code cateyory _ MINNESOTA RULES 7670 CATEGORY 1
(check one) - Residential Ventilation Catebory 11 Worksheet Submitted
- Energy Envelope Calculations Submitted
Ii
_ MINNESOTA RULES 7672
- New Energy Code Worksheet Su6mitted
PlumbingContractor. J CQ/t II Phone#: q5oZ'444rf -6rl Jq
Plumbing System Ineludes: Water SoCtener _ L,awn Spzinkler Fee: $90.00
? Water Heater _ No ?l of R.I. Baths
? No. of Baths II
Mechanical Contractor: Phone #?? ?-ylu?' p 3? 3
Mechanird System Ictcludes: LAI) Air Coetditioning II Fee: $70.00
Hcat Recovery System ? ?-_l
Sewer/Water Contwctor. Phone # f 1 ?
All above information must be submitted pnor to processing of application. 11 N II ? 0J
I hereby acknowledge that I have read this application, state that theiinformation is correiand agrBAe3?l?raith
all applicable State of Minnesota Statutes and City of Eagan Ordina I'ces. ?
.
Signature of Applicant
Certificates of Survey Received ? Tree Preservation Plan Received Not Required
+ "O Updated 1/01
OFFICE USE ONLY
• r
? Ot Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Blclg
X 02 SF Owelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. A1t - Multi
? 03 01 of _ plex ? 09 07-plex ? 17 Garage O 22 PorchlAddn. (4sea.) ? 33 Ect. Alt - SF
? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ?' 36 Multi
? 05 03-plex ? 11 10-plex ? 19 LowerLevel ? 24 Storm Damage
? 06 04-plex ? 12 12-plex Pibg_Y or _ N ? 25 Miscellaneous
? 31 New ? 35 Int Improvement ? 3$ Demolish (Irrterior) ? 44 Siding
? 32 Addition ?, 36 Move Bidg. ? 42 Demolish (Founda6on) ? 45 Fire Repair
? 33 Alteration ? ?0 x'37 Demolish (Bldg)* p 43 Reroof ? 46 Windows/Doors
? 34 Replacement 'Demolition (Entire Bidg only) - Give PCA handout to applicant
???L3 L?
i
Valuat
on • OccupancY. MC/ES System
Census Code Zoning ? City Water
SAC Units Stories Booster Pump
Nbr. of Units ' Sq. Ft. ? PRV
Nbr. of Bld gs ? Length Fire Sprinklered
Type of CansY ? Width
REQUIRED INSPECTIONS
? Footings(new bldg) X FinaUC.O.
_ Footings (deck) FinaUNo C.O.
Foorings (addirion) _ Plumbing
Foundation _ HVAC
Drain Tile
Roof Ice & Water Final Qther
? Fratning
Fi
l
RI
Ai
T _ Pool Ftgs _ Air/Gas Tests
i
lC2, _ Final
rep
ace
. r
est ? na
_ Siding ? Stucco Stone
F
? Insulation _ m o s news p H[r"-
,
--
--------- --------------- -
- Approved By Building Inspector
---------
Base Fee -
---- ----- -------- --
-------------- ---------------- _._--------- ------------ - --
? r Q Y
??
"?____-__D O
Surcharge
PlanReview
7 ? Y
i' ,s?
u
v
MC/ES SAC
? • . 3 yl X
Ira?? " -?
o 3 ?
City SAC
Water Supply & Storage ^ . „ • _ ? ' ' 1 ? ?4/ ? .? ?C?, / ?- ? ?
? ? ?
S&W Permit & Surcharge ,
Treatment Plant -
Plumbing Permit 0 y ?(P ? ' V J p p 0
M
i
l P
h
it
an
ec
ca
erm
License Search
C
i
?
op
es
'
Other
Total
Address // K.-f T,(LYGI-P75 Ir Zip 5512_
Lot ? Blk _-)_ Sub
THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIM F THE FINAL INSPECTION.
Date: 3 -d2- Yes No Inspector:
Final grade (6" from siding) x
Permanent steps (gazage)
Permanent steps (main entry)
Permanent driveway X
Permanent gas
Sod/Seeded grass ?
TraiUcurb damage x
Porch
Basement finish ?
necx X
Please verifv with the builder the removal of roof test caps from the plumbing system and the shutoff of water supply m
the outside Iawn feucet befoce frerce potentiai exists.
Coatact engincering division at 681-4645 before working in rightvf-way or installiag underground sprinkler system ?
Whice - CitY CopY Yellow - Resident Copy Pink - Contractor CoPY
HOV 29 2001 7:55RM HP LRSERJET 3200
i
FROM : PQiRED FqLnJD9TIWT 1?. FW: N0, : 651-458-3927
C13NCRE7E; 3000 PSI e 28 aAYS
AGGREGATE+ FTG - 11/e" MAx
WALLS - 3/4" MNX
REINFORCING: ASTH A615 GRABE 60
BACK GRANULAR 5 LIGHTCIAY - GROUP II
FI.L; Et1UIVRLENT FL'J1D PRESSURE
<Tsq 7 a 45 PCF
GROUP HASED OW CODE, SEE S-5
a,c+n EER SYCTEM
Ex1A J13IST L? 16°oz.
HY flTHERS
Vt" m x 8" A.B, -
W/U) NtJT & WASH
E 32"OC. OR SIMP!
MA96 I 24"O.C. OR
APP'4 EQlJAL
2 x 6 TREATED ' t-.11
WOGD PLATE w/ MIN
C?J'A.B. WIiH ONE
VITHIN 1V" EACH END
T- In7ST cr nrfR SYSYEM
TJI JOIST ! 16" o.c. -,
SY QTNERS ?
ue " m K e" aa ----N
via7 NUr le wasHEg
e 32"04. oa siMPsOu
MAB6 E 24"dC. aR
APP'D ERUAL /
2 x 6 TREATED ' ?
WOOD PLA?E w/ MSN,
?2> A.B. WITH ONE
.oI7HIN 12" EACH cNL
gl Igc FLnf]R C_YMEM
FLnoR TRUSS e ea°p,c.
9Y Q7HERS F
'A",?i x 8" A.B. -\
W/Cl) NUT & +dASHER
a 32"ac, oR sIr+Psor
MAH6 R 24'C.C. DR
APP'D EOUAL ,
1.P RIOR TQ BACKF1l,I.ING, F13lINIIATiON
WALLS 14US7 8E LATCRALLY
SUPPORTED 8Y FLOGR CONSTRUCTII7N
AT SOTH TDP AND 80TTIIM OR SY
ADEQUATE TENPqRARY HRACING.
2. A MIN, LIf (2)-Ve" 0 x 8" A.B.
W/-<la NUT & WASHER OR KNAT-SAG
FA-1 ANC E+?tH PLAFE. UNE
WITHIN 1?'? EACH END.
3. MAXIMUM GIAIL LEMfiTH WI7HOUT A
rnutDfll II'IT61T - Sn'-6"
WALL VERT REIiJi,
THICK REINF. GR BACKF'1LL
I ? ?5818"o SA?iG/CLAY
8 N 0 °8l24"mc. 60 SANO/CLAY
10 ]N HE SANV/CLAY
ANCkM W/4 8d 8 FUK 5wu rai 6un. rvu vcRf•
NAILS EACH LEG REiNFGRCING REOt1IRED.
N.3 & F,S OF JOIST SEE AETAIL
44 x 2'-7,
DpWEL Q
6'-0" O,C, -
DRAIN
TI?.E ?
, ..?
FMN, DRA1N tILE MUST
CEMPLY w/ UHC APPEHD,
19242 6 1824,4 OR APP'D
Nov. 28 2901 12:36PM P3
?
r?ncK ?
v
"v
2°GLR 'a+)
p.2
Y
x 18" PTG.
SIWS13N A35 EQUpL
ANCF13R V/6 Sd
2 x 6 7REATED ? t.,1T" NAIIS EACH LEG
WOpD PLATE w/ MW. N.S &'F.S 13F TRUSS
(2) A.B. WYTH ONE
WITHIN• 12" EACki END
PDURED FCIUNDATIEINS, INC.
$936 UPPE2 89th CIRClw S
C7T?4GE GRC+VE, MN 55016
ahane; ;651) 458^3927 ---
SLOPE ?
GRADE AWAY ;
FRdN FDN.-?
I [-SEC TAHLE
C4S #4 FOR VERT
aaRS arr 7xES , RETNF,
IN A34
R W/4 8d
EACH LEG
F,S OF JDIST
WALL SECTION
kAEM -?I E,uBiavering Inc. g - 2
9481 C?& gnulevsrd e1t-4994746 7I19/6p
/7?f46i
Rieend. d1X 56N4 Faz tl1S-4
11-26-2901 97:13PM FROM TO 6514549371 P.02
. ?Da165
Form for use with Minnesota Rvles part 7670.0475, Subp. 2
- 1& 2 Famiiy Residential "Cookbook" Method
STtE ADDltE55 GtY
0? V 7-
8uiLDIER M4u yr D?u ? eJ
M;nimwn cricer;a:
Rim Joist: R-19 insulation Foundaton Windows: Inwlated gtass, 12" airspaa. waod or einyl frame
Entry tloors: I34 inch solid wood with storm o[bctter
STEPI Window
Total Window Bc Door Area in Sq. Feot
WINDOWS (including foundacion windows):
Dimensions Qnty. Area
2 (o1 x •Q ?,
it X Ep n s.A
2?" X Z;0 2 ?o
2'7% x .A
500 h x f)?9K ? ?9rD
x
x
x
x
x
x
nooxs:
, x
2' x a
X
Total Area of
window & Doors ?g,? A
TotaE Wall Area in Sq. Ft.
Wall Tdtai Pctimeter Heieht Arca
L1__
,o
3?rp ,0 !la4??
'fotal Area
af wall
STEP 2 Calwlate area as e perceat ot Watl
Boa A(wirnlow 8c door area) divided by Sae B(totai
wall area) [imes 100 equals the wiadow and door area
as a percent of wall area (Boa C).
;? xtoo= liiu
STEP 3 Design Features
ASSEMBLY QPTION
FRAiv1E WALL:
sTANAaRD hRaMINC ?
nnvnrrcEn FxnMtxG
CAVITYINSULATIOH R-
SHEATHING: LESS TFfAN A•5 ?
R-5 OR MORE
WIlVDOWS (except famdaoon wmdows?:
U-FACCOR U- r7,•?I
From the table, determine the maximun percent window
& door area for thc desiga options selected and enter du
value in box A below:
Zzoin
Box C must be Im than or eyual to Box D
TDTAL P.02
• , LOT SURVEY CHECKLIST FOR RESIDENTIAL
• ' BUILDINGPERMITAPPLICATION
PROPERTYLEGAL: !J/o'?K :2
DATE OF SURVEY: %I- 9- 6l
LATEST REVISION:
m
m
c
m
? OOCUMENTSTANDARDS
Y a
O Z y
Q
6? ? • Registered Land Surveyor signature and company
? ? ? . Building PermdApplicant
C? ? ? • Legal description
? ?
? ? • Address
O
? ? • NoRh arrow and scale
d? ? • House type (rambler, walkout, splR w/o, splft entry, lookout, etc.)
r3/ ? ? . Directional drainage arrows wilh sbpe/gradient %
9/ ? ? . Proposed/exIstlng sewer and water servu:es & invert elevatlon
d ? ? • Sheet name
G? 0 ? • Driveway
le ? ? • Lot Square Footage
L9'/ ?
' ' ? . Lot Coverage
?9
? ? • Benchmark
ELEVATIONS
/ Existina
[-Y/ ? ? • Sewer service (or Proposed)
?r/? ? • Property comers
6' ?/? . Top of curb at the driveway and property line extensions
? tY a • Elevations of any existing adjacent homes
?? ? • Adequate footing depth of sfructures due to adjacent utility trenches
? r? ? • Waterways (pond, stream, etc.)
Prooosed
U, ? ? • Garage floor
o' ? ? • First floor
W ? ? • Lowest exposed elevat6on (walkouUwindow)
[i ?
/ ? • Property comers
fe
? ? . Front and rear of home at the foundatlon
PONDING AREA frf acolirablel
? L9/ n • Easement line
? [/ ? . NWl
? W ? • HWL
? d/ o • Pand # designation
? a/ ? • Emergency Overflow Elevation
DIMENSIONS
/
d/ ? ? • Lot lineslBearings & dimensions
d?? • Righfaf-way and street width (to back of curb)
e.? ?? • Proposed home dimensions inGuding any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring pertnanent footings)
?? ? • Show all easemenffi of record and any City utiliGes within those easements
G? ??
f? • Setbacks of proposed sWcture and sideyard setback of adjacent existlng structures
i
R
?? • ng wall requirements, if any
etain
Revriewetl:
Name / Date
't PIONEB41
* eng
4c
LrNo
2422 Enterprise Drive
Mendota Heights, MN 55120
(851) 681-1914 fAX:681-9488
625 Highway 10 N.E.
Blaine, MN 55434
(612) 783-1880 FAX:783-1883
Certificate of Survey for:
F
64
PROPOSED
BIT PATH
0
00
4
N
?
3
N
M
0
?
Q
cn
MANLEY BROS. CONSTR.
, >-- 7.17 Efp?p? 5 TRAIL,'EAGAN
?r? ?
...__.?
----° i z-3- p i - .
CLIEN
T-ROBERTS
LOT AREA = 12,439 S.F.
HOUSE AREA = 2042 S.F.
PORCH AREA = 88 S.F.
COVERAGE = 17.1 %
? - ; ;`i ..?.?.?.:C'xD.F'b?`. BENCH MARK
FE5A935.6 X937.8 X941.1 E?EV.?F 946 73
L? xsw.s
K945.6 u7b
S 194
0.5w
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7
Q 24.66?
7a I X9 ?Ij.2 ? ? W/-
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?wa . 1 I ? 12.67 i
o
ow
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¢vi ,N J ? oo p/ 1.0
O=/
939 36.3
001 al 9,
L __-.,dL__1_?__
%B48.S
- sI LT 16'Ncir
96 n?
?N
4S 63 ?q4s.
?946.8 '
? '>>o
DR?PE ? sas.
-?
??- 30,0 1
SF
?
V- I 10
I 2o?i ?-' 1389'49'28"W _ _; 125X00 `
X937.0 1 943,8
,
,
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%939.0 %93319 X935.8 xsazi ?
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7
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4 U
5'A+? rrAa`l
R60?U Li
P ?F
35
i¦ l.ri ELEV.
94
1
VA
ON
PROPOSED
J
2
0
S
PROPOSEU GRAOES SXONN PER GRADING PLAN BY: PIONEER 4
.
LLEVATION:
LOWEST FLOOR E
NaTE: BUILOINC UTAIENSIONS SHOWN ARE FOR HORIZONTAL ANU VERTICAL LOCA7 10N TOP OF BLOCK ELEVATION: ?5 • 3
OF STRUCNRES ONLY. SEE ARCHITECNAL PLANS FOR BUILDING ANO
FOUNOATION DIMENSIONS. 9q??
GARAGE SLAB ELEVATION:
NOTE: NO SPECIflC SOILS INVESTIGA710N HAS BEEN COA7PLE7ED ON THIS LOT BY iHE
SURUEYOR. TI1E SUITABILITY OF SOILS TO SUPPORT THE SPEdflC HOUSE T08 0 LOOKOUT ELEVA710N:
PROPOSW IS NOT II1E RESPONSIBILITY OF 7F7E SURVEYOR.
NOTE: 1HIS CERi1FlCAlE DOES NOT PURPORT TO SHOW EASEMENTS OTHFR THAN
THOSE SMONTJ ON 1HE RECORDW PLAT.
NOTE: CONTRACTOR MUST VERiFY ORIVEWAY OESIGN.
NOIE: BEAftINGS SHOWN ARE 6ASE0 ON AN ASSUMEO DANM
WE HEREBY CERTIFY TO MANIEY BROS. CONSTR. TNAT THIS IS A
SURVEY OF THE BOUNDARIES OF:
% 000.00 DENOTES E%ISiING ElEVATON
( 000.00 ) DENOTES PROPOSEO ELEVAlION
--- DENOTES DRAINACE AND l1TIUTY EASEMENT
? DENOTES ORAINAGE FLOW DIREC710N
0- DENOTES MONUMENT
$ DENOTES OFFSET HUB
TRUE AND CORRECT REPRESENTATION OF A
LOT 8, BLOCK 2, MANLEY ADDITION
DAKOTA COUNTY, MINNESOTA
IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR
UNDER MY DIRECT SUPERVISION THIS 9TH DAY OF NOVEMBER, 2001.
VGG?1LSC-? : III?.O(D \ SIGN O PIONEER ENGIN IN , P.A.
SCALE : 1 INCH = 30 FEET ?d-ed C..}) r.eoouk,-e?,e,.* BY. 1
? ----- __ Cf•C•r[• hn C. Lorson. L.S. Reo. No. 19828
t?_ ,', .n, ,, 1" ?,., or? .,j
04i25i2002, 09:24 EAGFIN MAINT FRC j C[TY HALL IN4STR
Thunday, Apn125, 230210:18 AM Lofgren Htg 8 A/C 6514801208
..
FROM : niY1l.EY 8RO5 PRX ND. :651-454-9371
g?e? ?17 11i1[? T?rl?f?_±?1A1? BIOR?
N0.580 1702
p.02
Hpr. 23 2M2 64SS3PV1 P2
9"
on amO 15, zooo nw Wmnegab Enen8r coae? C?gOryl I Buar9 ??h tot IhsW's?Dn ?. ?
Syt,tnass, and renti?tlon, +?s adopl?d• M a reddf, !he fsly d Eagen s requfnn9 9hat tl?e folbwln9 iniormabDn be
s,AnOad prior ta bvmn ot a Cer0iPm84e of Oxpmq•
,? 7tia a6?x9ae: ?eenspueled ta ?ne9l ?? d tlii IrU Enar?r Cade. CA?ti? 7870
? nasatrucNrr]l" mmtrudedmmeata?aaeeNieYwrequira?orChap1on7672w78sa
IAAKEUYJM YODP.I. TMPE CFfi's
I hCfE4f OI M1W1111do W WIWC a11O " 0 cu'M MIII" Y10 nImnwvw v.cap ?rw? .... -s --ro-
?
?W' vrtrgj
?
• Thk form a tl?e respa?db6lb ? tl+a Gawa? Canbaelo?•
city oF eagen
PATftIC1A E. AWpDA
Mayor
PAUL BAI4CEN
PEGGY C'ARLSON
CYNDEE FIELDS
MEG TQ,LEY
Counci) blembers
THOMAS HEDGFS
CryAdministraror
Municipal Center:
3830 Pdot Knob Road
Fagan. MN 55122-1897
Phone; 651.681.4600
Fzx: 651.681.46I2
TDD: 651.454.8535
Mainunance Faciliry:
3501 Coachman Point
Eagan. MN 55122
Phonr. 651.681.4300
Farz: 651.681.4360
TDD: 651.454.8535
wwwciryofC1gan.com
THE LONE OAKTREE
The rymbol oFsrrength
and growth in our
wmmuniry
Apri15, 2002
MR KEVIN MANLEY
MANLEY BROTHERS CONSTRUCTION
4179 ETHAN DR
EAGAN NIN 55123
RE: FOUNDATION
Deaz Kevin:
This letter is a follow up to an earlier letter sent to you an February 22, 2002 asking that you
provide specific engineering for foundation walls that were outside the scope of the generic
engineering availahle at the time of inspecrion for three homes on?McFaddens Trail (713, 716, and
717) and one home on Leonard Lane (672). To date, we have had no response from you in this
regard. We also requested an engineer's report based on a si#e visit stating that the foundations
were installed to those specifications.
Feilure to provide the requested engineering by April 12, 2002 may result in the City issuing
immediate stop work orders for these homes until such time as you provide the requested
information.
In addition, the foundation at 4704 Isabelle Court was poured without an inspecrion. We are
requesting a report from a registered Engineer verifying that the foundation was installed
according to the approved plan specifications.
If you have any questions or comments, feel free to call me at 651-681-4680.
Sincerely
? ??
Jeff Wh ler
Building Inspector
JW/js
ec: Dale Schoeppner, Chief Building Official
Terry Schniepp, Poured Foundations, 8836 Upper 89th Cir. S„ Cottage Grove, NIN, 55016
i ,
FROM :MRNLEY BROS
CONSULTiNG ENGWF.ERS
&IN
March 19, 2002
FRX N0. :651-454-9371 Apr. 09 2002 19:14AM P2
PHONE 352-472-4746
FAX 952-472476t
ULTEIG ENGiNEERS, wc.
2434 COMMERCE BDULEVARD MOUNp, MN 55364
J. H. Dahlrneier Enpneerrng; f,ar
Poured fioundations, inc.
8836 Upper 89th Circle S
Cottage Grove, MN 55016
Attn: Terry Schniepp
Pk/I..w ir, A y P"s od
Re: Residences Under Construction
713, 716, 717 McFadden`s 7rail
Eagan, MN
Prpject Na. 02-6582
Gentlemen:
The purpose o# this letter is fo report the findings of a structural engineering review of a
portion of ihe foundation system for these residences under oonstruction.
ASSlGNMENT
J`H. Dahimeier Engineering Inc. / Ulteig Engineers, 1nc. has been retained tb provide a
structural engineering review of the foundafion system with respect fa the exposed rear
and side wall of the garage for the residences under construction located at 713, 716,
717 McFadden's Trail, Eagan, MN as directed by Terry Schniepp of Poured
Foundations, Inc.
BACKCROUND
At these residences, rough grade along the garage side wal] and rear wafi is 4-6 feet
below garage slab elevation.
The City Building Inspections Department wishes to have an independent s#ructural
engineering review af this condition in the foundation system.
DESCRIPTION
The structures are singie-family dwellings with attached garages and walkout fawer
levels #o the rear.
Construction consists of cast in place concrete foundations with wood frame
superstructu re.
FCUAI.. OPPOR7UNI7Y EMPLOYER
+? C ` •E ??
FROM :MRNLEY BROS
Poured Poundafions, inC.
March 79, 2002
FRX N0. :651-454-9371 Rpr. 09 2002 10:14HM P3
OBSERVATiONS AND CdMNfENTS
1. A site visit was conducted by John H. Dahlmeier of J. H . Dahimeier Engineering /
Ulteig Engineers, lnc. on March 14, 2002 to review the structure and visible
d istress.
2. The garage foundation wall systems are cast in place concrete systems with an
8° thickll0" thick, 9'-0" high.
3. Poured Foundations, Inc. is fhe foundation contractor for these projects. Tne
wark was construcfed in accordance with UE4eig Engineers, Inc. standard
drawings prepared for Poured Foundafions, Inc. dated 01/09/62_ Terry Schniepp
reported fhat reinforcing is #4 @ 24" horizonfal, #4 @ 24" verticai on outside face
with sand backfill. The wafl will bs tied to the garage slab with reintorcing.
4. The following observations were made with respect to each foundation system:
a. At 717 McFadden's Trail, grade on the side wall varies frotti 1 it. ia 5 ft.
below the garage siab. Across Che rear, grade varies from 5 ft, fo 6 ft.
b. At 713 McFadden's Trail, grade on the side wall varies from 1 ft. to 4 ft.
below the garage slab. Across the rear, grade varies from 4 ft. to 7 ft.
c. At 716 McFadden's Trail, grade on the side wall varies frorn 9 ft. fa 6 ft.
below the garage slab. Across the rear, grade is about 6 fieet below
garage slab.
5. These oandifions are similar to standard Ulteig Engineer's, Inc. drawing S-3D
dated 01-01-02. ,
6. 7he top of the foundation wali will be tied fo the garage floor slab with hooks (#5
@ 36").
7. Final grade has not been completed.
ENGINEERENG ANALYSIS
8. An engineering review confirmed the design shown on Sheet S-31D (attachment
1) is correct. 7tii? construction meets or exCeecis these requirements.
Therefore, all garage foundation watls for these three residences with grade at or
to 4 feet below ihe #loor slab are structurally adequate.
9. A structural engineering analysis was completed which determined that the 4 foot
max shown on 5heef S-3D could be increased to 5 feet in cases whefe g7r8ge
backfiE] is granular, which is the case in these three structures.
2
FRDM :MRNLEY BROS
Poured Foundatians, Inc.
March 19, 2002
FqX N0. :651-454-9371 Rpr. 09 2002 19:15RM P4
10. Further, it was determined that when the vertical stePl is on tF,e autside face
which is the case in these three structures, grade can be down from the top of
the garage slab 5'-$" with steel currenily installed and fhe wall tied to the garage
slab.
11. Further analysis determined that wheri grade is up to 6 feet below the garage
slab within 3 faeY of a eoncre#e foundation wall corner, the walis are sfruc#urafly
saund.
CORRECTIVE MEASURES
12. Grade wili need to be corrected to provide a maximum of 5'-6" fQet belaw ihe
floor siab except it may extend to 6'-0" belaw floor slab within 3 feet of a
foundation wall carner_ Slabs which have not been placed are to bc doweled
with #5 @ 36" wifh 3 feet extending into the slab.
FROFESSIONAL OPINION
13. It is my professional engineering opinion that the garage foundation walls wiil be
structurally adequate after fnal grade is provided as indicated above.
GEAIERAL
13. The information, observations and opinions stated in this report are based on an
inspection made by me_ 7he inspection consisfed of a visual walk-through
observing expased elements and those accessible without the removaf of
finished materials.
14. The observations and opinions expressed in this report were based on my
professional engineering judgment and profiessionaf practice as well as the visual
inspeciion.
If you have any questions, please call me.
Sincerely,
UL.TEIG ENGINEERS, 1NG.
J. H. DAFlLMElER ENGINEER/NG, INC.
4 4AW";,j
J H. Dahfineier, P.E.
JHD:Im
0
6067
2004 RESIDENTIAL PLUMBING PERMIT APPLICATION
CITY OF EAGAN
3830 PILOT KNOB ROAD, EAGAN MN 55122
651-675-5675
Please complete for modifications to existing residential dwellings.
oate ? , a? ,o
Site Street Address 71 i Unit#
Property Owner Telephone # (CoS( ) 99A "qI69
Contractor 'rG.,? r7?),C Telephone # (6)9)
Address '-k\6 State'MN Zip ?
The Applicant is: _ Owner fsContrector _Other
Alterations to existing dwelling $ 50.00
_Add fixtures to rooms, excluding water softener and water heater
_Septic System Abandonment
_Water Turnaround (add $121.00 i f a 5/8" meter is required)
Other:
Water Softener Water Heater $ 15.00
_ replacement _ additional
xLawn Irrigation System RPZ x ew _ repair _rebuild $ 30.00
State Surcharge $ .50
T
t
l
v J +??
$ W.6D
o
a ?
u Vd I hereby apply for a Residential and acknowledge that the information is complete
and accurate; that the work will be nce with the ordinances and codes of the City of
Eagan and the plumbing codes; thathis is not a permit, but only an application for a
permit, work is not to start without a permit and work will be in accordance with the a proved plan in
the event a plan is required to be reviewed and approved.
ApplicanYs Printe Name App' an's Sig ture
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA112864
Date Issued:08/26/2013
Permit Category:ePermit
Site Address: 717 Mcfaddens Tr
Lot:8 Block: 2 Addition: Manley
PID:10-47260-02-080
Use:
Description:
Sub Type:Siding
Work Type:Replace
Description:
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to
ensure maximum ventilation to attic. Call for final inspection after installation.
Carbon monoxide detectors are required by law in ALL single family homes .
Elizabeth Hess
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 Total:
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.
Contractor:Owner:- Applicant -
Kevin Tstes J Roberts
717 Mcfaddens Tr
Eagan MN 55123
Sela Roofing Remodeling
4100 Excelsior Blvd
St. Louis Park MN 55416
(612) 823-8046
Applicant/Permitee: Signature Issued By: Signature
Use BLUE or BLACK Ink Y
r For Office Use p
Permit / 1C/,
City of Eaaall 7 0l
Permit Fee.
3830 Pilot Knob Road
Eagan MN 55122 RECEIVED Date Received: 70 /7
Phone: (651)675-5675
‘idli---
Fax: (651)675-5694 APR 1 01017 Staff:
2`017 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: / 1 () 119 Site Address: 1 1 1 M L. P C c)6.k n S -TY-----. Unit#:
i
i Name: I Q I v� t•1 N prvl Phone:
Resident/
Owner Address/City/Zip: -1 1 M( :F.-►\ 'D))€ N S �1 Lt a 7 OYV v 5 I LZ
Applicant is: Owner - Contractor
Description of work: p VII \ a N c... i3�C°lam
Type of Work
I ; Construction Cost: 0\ ',Q OC Multi-Family Building: (Yes /No ) t
1 Cli
1 Company:�� "I"4 Cl-e.0 . C 0 YVl Contact:
I` Golntractar Address: t 2-2 —I-1 N ) G G \\ € S �- City: lA V NS\I\\\,L
State:) Zip: X75 331 Phone:°13 Z- 15(-0"S.-Kr1Zil: "J 1 Y® V.0 1L cLQ L r-C c
I ' x
License#: e C 5 1 00 15
Lead Certificate#:
I
If the project is exempt from lead certification, please explain why:
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW B UILDING I� j
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: I
I
1 Mechanical Contractor: Phone:
Sewer&Water Contractor: Phone:
,
Fire Suppression Contractor: Phone:
i 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 s
conclude that the 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 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 must be completed within 180
days of permit issuance. n� 4101111.111P4101111.111PxV1fcC` 3 y `g-_ xijIL I / // /
Applicants Prin ed Name •pplicant's Sig Pure
Page 1 of 3
lG'`'1 �r}�IEIS //r- ' DO NOT WRITE BELOW THIS LINE /q20 0
SUB TYPES
Foundation Fireplace Porch(3-Season) Exterior Alteration (Single Family)
Single Family Garage Porch (4-Season) Exterior Alteration(Multi)
Multi )4 Deck Porch(Screen/Gazebo/Pergola) Miscellaneous
01 of_Plex Lower Level Pool Accessory Building
WORK TYPES
JO New Interior Improvement Siding Demolish Building*
Addition Move Building Reroof Demolish Interior
Alteration Fire Repair Windows Demolish Foundation
Replace Repair Egress Window Water Damage
Retaining Wall *Demolition of entire building—give PCA handout to applicant
DESCRIPTION
Valuation Occupancy C - ) MCES System
Plan Review Code Edition AVO olc SAC Units
(25%_ 100% ) Zoning 12--( City Water
Census Code Stories Booster Pump
#of Units Square Feet PRV
#of Buildings Length Fire Suppression Required
Type of Construction V$ Width
REQUIRED INSPECTIONS
Footings (New Building) Meter Size:
10 Footings (Deck) Final/C.O. Required
Footings (Addition) /6 Final/No C.O. Required
Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test
Roof: _Ice &Water _Final Pool: _Footings Air/Gas Tests _Final
Framing 30 Minutes 1 Hour Drain Tile
Fireplace: _Rough In _Air Test _Final Siding: _Stucco Lath _Stone Lath _Brick_EFIS
Insulation Windows
Sheathing Retaining Wall: _Footings_Backfill_Final
Sheetrock Radon Control
Fire Walls Fire Suppression: _Rough In_Final
Braced Walls Erosion Control
Shower Pan Other:
Reviewed By: 1 O W' ltiA k I A- , Building Inspector
RESIDENTIAL FEES
141 X/1' ..�✓4C/J.) e 5 57/9; �Z
Base Fee
Surcharge X 1. :be)
Plan Review
MCES SAC
City SAC
Utility Connection Charge
S&W Permit& Surcharge
Treatment Plant
Copies
TOTAL
Page 2 of 3
------T
I
- / n ' 2422 Enterprise Drive
• 4* *"4 7" �rTC ��s ��C ` /Lig� �� Mendota Heights, MN 55120 ` •
' *PIONEER (651) 681-1914 FAX:681-9488 y
LAND SURVEYORS • CIVIL ENGINEERS
* eng neer ng 825 Highway 10 N.E.
Sulo PLANNERS LANDSCAPE ARCHITECTS - - -- -
Blaine, MN 55434
it
. ** (612) 783-1880 FAX:783-1883
Certificate of Survey for: MANLEY BROS. CONSTR.
F
a. -e6 :1-"Al =.3 ;r -•- 717 CfI DE�ilS TRAIL, EAGAN CLIENT-ROBERTS
`'A,';.� i4,,. • s ftp' LOT
O AREA
RE R - 12,439 S.F.
• UE EA = 2042 S.F.
• • PORCH AREA = 88 S.F.
• A PORCH
COVERAGE = 17.1 %
-.,yA•r T;17 0,:.rgTu2.1.1.•\.TCDNP. BENCH MARK
®935.6 ELEV.= 946.73
X941.1 TOP OF PIPE
6345,4)
X937.8 //
PROPOSED 4,,s,„._ X940.9 //
BIT PATH --- 946.6 1 // X948.5
�"-:. ' 4�
w
0.40
00 l �,�"'...• �',z
'9N 74 ns\
N I �,4 gl+1, `tea - 8.0 96 /
r � ' 'V ^ r It 'I��,ry 40.1/ `^/, - -.•!-_,..
`'� 4S 63 �+ •_ 9 j48.5
r� 21 .b ,20.66 N. '..46.8 `,`*w.-,� 7 /7/
� Xs .2 �!!
S5- SW E 17,1 x'403/ ¢ 2.00 �0 S/0 / I
w 12.67 0: SI 1+o_ as
.� 1 I � 1 v. N3 �
SI
C 1 L W (A 1 0$ I ::R.RoposED
II A` 1 .tl• J-% 1_C7 z / ,v,¢cwno1 oO _-1a v1 cci g cc; Lh_o
4 ` a. - 30.❑ - Q scn .. z/ �i- '►..� a x AW �,
(1)
v
+'1 �• Z
(q 9 .0 �•.-- 93s • 3s. , M ,i• I,_ W
7.0 • I H3
L__ JOL ._... - •S 948.3��.,� _ ..I 1 DIIIa
.sem= -' 7 �h. ,94' �► I ' u.. �
��►' 1 ` sfut '` 4, 938.1 36.61 C�'�41„1A.�- +..45.17 Gic ci 943.1' Z `� 0 A(&1
20.'1 ` IV89'49$28"W ;125,x00 ,,,k - m s
X937.0 1 943,8 . I I �
I , 5 Ii \ = aS .z
1 942.4
V
X935.8 X937.1 1
7 X933.9 V n*rN. X939.0 ,\
ti \\V
P.M.V. RQURED RK
BENCH AR 51
PROPOSED HOUSE ELEVA ON
1MeTE: PROPOSED GRADES SHOWN PER GRADING PLAN BY; PIONEER LOWEST FLOOR ELEVATION:
WO'S
NOTE: BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL AND VERTICAL LOCATION TOP OF BLOCK ELEVATION: 949.3
OF STRUCTURES ONLY. SEE ARCHITEC1UAL PLANS FOR BUILDING AND
FOUNDATION DIMENSIONS.
GARAGE SLAB ELEVATION: ?
NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN COMPLETED ON THIS LOT BY THE
SURVEYOR. THE SUITABIUTY OF SOILS TO SUPPORT THE SPECIFC HOUSE TOB 0 LOOKOUT ELEVATION:
PROPOSED IS NOT THE RESPONSIBIUTY OF THE SURVEYOR,
NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN X 000.00 DENOTES EXISTING ELEVATION
THOSE SHOWN ON THE RECORDED PLAT. I. 000.00 ) DENOTES PROPOSED ELEVATION
NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. -- - - DENOTES DRAINAGE AND UTILITY EASEMENT
------0- DENOTES DRAINAGE FLOW DIRECTION
NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM S DENOTES MONUMENT
0 DENOTES OFFSET HUB
WE HEREBY CERTIFY TO MANLEY BROS. CONSTR. THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A
SURVEY OF THE BOUNDARIES OF:
LOT 8, BLOCK 2, MANLEY ADDITION
DAKOTA COUNTY, MINNESOTA
IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR
UNDER MY DIRECT SUPERVISION THIS 9TH DAY OF NOVEMl!BER, 2001.
12€341, ', #i t-40(0 1 SIGN 0: PIONEER ENGIN IN P.A.
SCALE 1 INCH = 30 FEET C..�, - retut .$�.
N �} By: /
ri.1. . hn C. Larson, L.S. Reg. No. 19828
KI:al 101223.02 BAT
1 .. .,
PERMIT
City of Eagan Permit Type:Mechanical
Permit Number:EA144090
Date Issued:07/12/2017
Permit Category:ePermit
Site Address: 717 Mcfaddens Tr
Lot:8 Block: 2 Addition: Manley
PID:10-47260-02-080
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Air Conditioner
Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952)
445-2840.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088
Surcharge-Fixed $1.00 9001.2195
$60.00 Total:
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.
Contractor:Owner:- Applicant -
Anthony D Baughn
717 Mcfaddens Tr
Eagan MN 55123
Lofgren Heating & Air
5708 Upper 147th St W
Suite 106
Apple Valley MN 55124
(952) 431-5811
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA144307
Date Issued:07/20/2017
Permit Category:ePermit
Site Address: 717 Mcfaddens Tr
Lot:8 Block: 2 Addition: Manley
PID:10-47260-02-080
Use:
Description:
Sub Type:Windows/Doors
Work Type:Replace
Description:One Window/Door
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow
windows, call for framing inspection. Call for final inspection after installation.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Valuation: 500.00
Fee Summary:BL - Base Fee $500 $40.00 0801.4085
Surcharge - Based on Valuation $500 $0.50 9001.2195
$40.50 Total:
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.
Contractor:Owner:- Applicant -
Anthony D Baughn
717 Mcfaddens Tr
Eagan MN 55123
(651) 451-6835
Beissel Window & Siding Co
1635 Oakdale Ave
W St Paul MN 55118
(651) 451-6835
Applicant/Permitee: Signature Issued By: Signature