2132 River Valley Ln 6L, /L// 5 /. - 23,013.16
< Use BLUE or BLACK Ink
For Office Use -�/
��� ��� ��C- 0 `° Permit#: /LI/ 57-3
City f Eapli
p L 1
f E .,
(// l .967 Permit Fee: �/g (,,e,3830 Pilot Knob Road �b/
Eagan MN 55122 Date Received:
Phone:(651)675-5675
Fax: (651)675-5694 , Staff:
tea (, /LII 57k.
2016 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: 3/10/2017 Site Address: 2132 River Valley Lane Unit#: NewportCr
Name: CalAtlantic Homes Phone: (952) 229-6009 I
Resident/ 7599 Anagram Drive / Eden Prairie / 55344
Owner Address/City/Zip: g
j 1
Applicant is: Owner 'I Contractor - g I
Multi-familyresidence Co' (��� -17/7571
Type Of Work ' Description of work:
155 000
Construction Cost: $ Multi-Family Building:(Yes i /No )
Company: CalAtlantic Homes Contact: Kurt Niska
7599 Anagram Drive Eden Prairie
t Contractor Address: City.
I 1 State: MN Zip: 55344 Phone: (952)229-6009 Email: Kurt.Niska@calatl.com
BC700385
t License#: Lead Certificate#:
1 If the project is exempt from lead certification, please explain why:
The building was constructed after 1978.
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? 1
1 Y Yes No If yes,date and address of master plan:
11/16/2016, 3850-3870 Cedar Grove Parkway
I Licensed Plumber: Elander Mechanical, Inc. Phone: (952) 445-4692 I
Mechanical Contractor: Elander Mechanical, Inc. Phone: (952) 445-4692
I
Sewer&water Contractor: Miller Brothers Excavating Phone: (763) 420-9170
Fire Suppression Contractor: Fire Suppression Services, LLC Phone: (763) 277-8960
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 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.org
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. 1
x Kurt Niska x ,td ; , __-_
Applicant's Printed Name Applicant's Signature
Page 1 of 3
406
- IU6 !(1 � 7
DO NOT WRITE BELOW THIS LINE
SUB TYPES
_ Foundation _ Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family)
Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi)
Multi Deck Porch(Screen/Gazebo/Pergola) Miscellaneous
01 of‘Plex _ Lower Level Pool Accessory Building
WORK TYPES
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 9,14'6 1 1 Occupancy MCES System
Plan Review Code Edition . /9-(j SAC Units
(25%'( 100% ) Zoning P° City Water
Census Code Stories Booster Pump
#of UnitsSquare Feet PRV
#of Buildings ! Length 01 Fire Suppression Required )6
Type of Construction if f) Width t /
REQUIRED INSPECTIONS •d' /
Footings(New Building) t Meter Size: fq
Footings (Deck) Final/C.O. Required
Footings (Addition) Final/No C.O. Required
}(, Foundation HVAC Gas Service Test Gas Line Air Test
Roof: Ice&Water _Final Pool: Footings Air/Gas Tests Final
x' Framing 30 Minutes ' 1 Hour Drain Tile
t Fireplace: X,Rough In y Air Test ) Final Siding: Stucco Lath _S mne Lath Brick
x Insulation Windows
7C Sheathing Retaining Wall: Footings Backfill_Final
X Sheetrock x. Radon Control
Fire Walls i Fire Suppression: Rough In Final
Braced Walls yo, Erosion Control
Shower Pan Other:
Reviewed By: «, , Building Inspector
RESIDENTIAL FEES 7 ti '4:5-0- 1220
Base Fee 611414 1 / �`;if /
Surchargejorfat x. '.0t"� „,, .., f Xi r
Plan Review
MCES SAC . ,M; e I . qiiii 445- 5-1
,": /
1
City SAC 'f .
Utility Connection Charge ' ,
S&W Permit& Surcharge , # y 1 7 -
Treatment Plant .
Copies / 1 ,. €.)
TOTAL .- _ '
Page2of3 , t
#°).0;13C( (II I
/q/67 z
New Construction Energy Code Compliance Certificate (6
Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution panel.- Date Certificate Posted
COPY OF THIS DOCCUMENT WILL BE POSTED ON THE PLENTUM OF FURNACE 3/10/2017
Mailing Address of the Dwelling or Dwelling Unit: City: A r J T 6A TIC
2132 River Valley Lane-Newport Eagan I 1 j� 1
Name of Residential Contractor: MN License Number HOMES
CalAtlantic Homes BC700385
THERMAL ENVELOPE RADON CONTROL SYSTEM
Type:Check All That Apply X Passive(No Fan)
Active(With fan and monometer
o ° or other system monitoring
device)
° y Location(or future location)of Fan:
.0
m -42
a IF fan is required;Attic
U ° -° N
j Q m m N U ° -o c
Insulation Location ° z m m v o w
° O O1 E E o -o
o N o - o o °. - rn
i z ii ii LL LL i ? Other Please Describe Here
Below Entire Slab X
Foundation Wall R-15 X R402.2.8,Exception;a.R-10-by plan
Perimeter of Slab,on Grade X
Rim Joist(1st Floor) R-20 X
Rim Joist(2nd Floor+) R-20 » X
Wall R-21 X
Ceiling,flat R-49 X
Ceiling,vaulted R-49 X
Bay Windows or cantilevered areas R-30 X
Floors over unconditioned area R-38 X
Describe other insulated areas
Building envelope air tightness: Duct system air tightness:
Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor(excludes skylights and one door )U: 0.29 X Not applicable,all ducts located in conditioned space
Solar Heat Gain Coefficient(SHGC): 0.32 R-value
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic Water Cooling System
Heater Not required per mech.code
Fuel Type NATURAL GAS ELECTRIC ELECTRIC Passive
Manufacturer LENNOX RHEEM LENNOX X Powered
Interlocked with exhaust device.
Model ML193UH045XP24 PROE502RH91 13ACXN018 Describe:
Input in 44000 Capacity in 50 Output 1.5 Other,describe:
Rating or Size BTUS: Gallons: in Tons:
AFUE or 93 SEER 13 Location of duct or system:
Efficiency HSPF% /EER
Residential Load Heating Loss Heating Gain Cooling Load ERV in Mechanical Room
Calculation 40298 15684 18278 Cfm's
"round duct OR
MECHANICAL VENTILATION SYSTEM "metal duct
Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type
source heat pump with gas back-up furnace):
X Not required per mech.code
Select Type Passive
Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe:
X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 50 High: 140 Location of duct or system:
X Balanced Ventilation capacity in cfms: Mechanical Room
Location of fan(s),describe: I Cfm's
Capacity continuous ventilation rate in cfms: 6" "round duct OR
Total ventilation(intermittent+continuous)rate in cfms: "metal duct
.
41 wrightsofv' Component Constructions JoDate: 2015
Entire House By:
Elander Mechanical Inc Plan: NEWPORT
700 valley Industrial Circle South,Shakopee,MN 55379 Phone:952-445-4692 Fax:952-496-2092
_r..=rl w... _r!r_.,r:'.ti.-*,;:Zit%tiSi4. :4�^.-';; "G _e..8 ,� I ® a u ---4.-=-.-_.. Y cam..,..._':ri..-: cz.: nA
. �,..r,__..�...._s. ..._. E . ,._.mow�.,�.,.-a:e�;✓- --,���.. . �........,...�
For: Ryland Homes
Design .C,ond��t>ions Y�
Location: '_Y. -_--.,,,,-„:,-,4,-_ 4, ',/,,L;
Indoor: Heating Cooling
Minneapolis-St Paul lnt'l Arp, MN, US Indoor temperature(°F) 70 72
Elevation: 837 ft Design TD (°F) 85 16 -
Latitude: 45°N Relative humidity (%) 50 50
Outdoor: Heating Cooling Moisture difference(gr/!b) 54.5 37.9
Dry bulb(°F) -15 88 Infiltration:
Daily range (°F) - 18 ( M ) Method Simplified
Wet bulb (°F) - 72 Construction quality Tight
Wind speed(mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value insul R Htg HTM Loss Clg HTM Gain
R' BtuhNt''F ft?'FJBtuh Btuh/ft' Btuh Btuhift' Btuh
Walls
12F-Osw:Frm wall,vnl ext,r-21 cav ins, 1/2"gypsum board int n 838 0.065 21.0 5.52 4630 1.12 940
fnsh,2"x6"wood frm e 301 0.065 21.0 5.52 1664 1.12 338
s 832 0.065 21.0 5.52 4597 1.12 933
w 439 0.065 21.0 5.52 2426 1.12 492
all 2410 0.065 21.0 5.52 13317 1.12 2703
Partitions
12F-Osw:Frm wall,vnl ext,r-21 cav ins,1/2"gypsum board int 197 0.065 21.0 5.52 1087 0.64 126
fnsh,2"x6"wood frm
Windows
61A:Vinyl Window;NFRC rated(SHGC=0.32) e 107 0.290 0 24.6 2633 34.5 3680
w 141 0,290 0 24.6 3463 34.5 4842
all 247 0.290 0 24.6 6096 34.5 8522
•
Doors
11JO:Door,mtl fbrgl type w 20 0.600 6.3 51.0 1040 17.1 348
n 19 0.600 6.3 51.0 983 17.1 329
all 40 0.600 6.3 51.0 2023 17.1 677
Ceilings
Std Ceiling R-49:Std Ceiling,R-49 966 0.020 49.0 1.70 1642 1.04 1004
Floors
20P-38c:Fir floor,frm flr,12"thkns,carpet flr fnsh,r-38 cav ins, 504 0.030 38.0 2.55 1285 0.36 181
gar ovr
22A-fpm:Bg floor,heavy dry or light damp soil,on grade depth 62 1.180 0 100 6219 0 0
2015-Jun-24 07:10:30
l .1 wrightsoft' Right-Suite®Universal 2012 12.1.06 RSU13410
ACCK Page 1
..ardlDesktopUleat Losses 2013tRyland Newport.rup Calc=MJ8 Front Door faces: N
t
LOT SURVEY CHECKLIST FOR RESIDENTIAL IL/167
I BUILDING PERMITAPPLICATIONAil
PROPERTY LEGAL: t-0'S ' 6 40 $Iwk'1 C r� ' �v-Ail
DATE OF SURVEY: z. 72 ill
LATEST REVISION:
Zn
l s � li1411H/
o• z a DOCUMENT STANDARDS
A -❑ 0 • Registered Land Surveyor signature and company
jig' 0 0 • Building Permit Applicant
,1 0 0 • Legal description
,e1' 0 0 • Address
• 0 0 • North arrow and scale
X 0 0 • House type(rambler,walkout,split w/o,split entry, lookout,etc.)
it 0 0 • Directional drainage arrows with slope/gradient%
fry 0 0 • Proposed/existing sewer and water services&invert elevation
,re 0 0 • Street name
0 ❑ • Driveway(grade&width-in R/W and back of curb, 22'max.)
0 0 • Lot Square Footage
A 0 0 • Lot Coverage
ELEVATIONS
Existing
0 0 • Property corners
V 0 0 • Top of curb at the driveway and property line extensions
o p- ❑ • Elevations of any existing adjacent homes
J;1. 0 0 • Adequate footing depth of structures due to adjacent utility trenches
❑ p' 0 • Waterways(pond,stream,etc.)
Proposed
.z( 0 ❑ • Garage floor
O jd' 0 • Basement floor
O 0 0 • Lowest exposed elevation(walkout/window)
p1
0 0 • Property corners
�l ❑ ❑ • Front and rear of home at the foundation
N • PRV Required
PONDING AREA(if applicable)
❑ / 0 • Easement line
O t 0 • NWL
❑ ❑ • HWL
O .v� 0 • Pond#designation
O 0 • Emergency Overflow Elevation
O 0 • Pond/Wetland buffer delineation
Y • Shoreland Zoning Overlay District
Y • Conservation Easements
DIMENSIONS
0 0 • Lot lines/Bearings&dimensions
0 0 • Right-of-way and street width(to back of curb)
i' 0 0 • Proposed home dimensions including any proposed decks,overhangs greater than 2',porches,etc.
(i.e.all structures requiring permanent footings)
7 0 0 • Show all easements of record and any Cit utilities within those easements
0 0 • Setbacks of proposed structure and e -r. setback of adjacent existing structures
0 0 • Retaining wall requirements:
Reviewed By:. '; / •!/r Date40 7
G:/FORMS/Cert.of Survey Checklist Rev.3-3-11
Located in the NE 1/4 of
N Certificate of Survey for: Sec. 19, Twp. 27, Rge. 23
S.1 a gvIrnum Slopes CalAtlantic Homes 7c:� � ng Wall WillEitl House Address:
1 : j �red _____.4
2128-2136 River Valley Lane, Eagan, MN 7 / -- �,� ����. ),
House Model: / (-II
' /
Fremont D, Pinehurst F, Newport G, Ontario F, Fremont F
10 FT. OFFSET \ \
BENCHMARK -----
EL
x 830.9 \ DETAIL
TOP OF SPIKE • \ \
EL = 831.10 ^\\ x\��'6° / \\
n \\ pro % \ $� I �\
\ 9 gr . ‘ \
10 FT. OFFSET x 830.4 C \ q\\'�
BENCHMARK - g31 \ p� ♦ / Sd'\o\ i� \lb
\ TOP OF SPIKE �\ I+x.... b I o ♦ I \ \ I '
EL = 830.00 \\ (^ A�+9,�/� u \\'9 /�/ ` o ti0/ ,/, 'S=.
829.7 x`\ J ��°0-1,-b
1 b 8'2\ .ko°; ♦ 1 A . ,
J a /
\ J \ \ ,o' „o l \ ♦\ 0 `t
r\ \\ o ���96� oma® o A .\,,,,,- `� _-
\ 0 \R �' \• \°• O°
\ ST \ Es \ T5 831.6 x CN. . ♦; (not to scale)
ss
PIRA& REQUIRED
0.
\ \ \ \ 830.1 L ,`, f
\\ r\ \ it \°/O/ G+ 831.4 \6S.* O ♦\��$
\ \"?....0.....„
8.4 9px 831.3 ) \Lx O
\ \rC\'\� i bV. oo c�A�9ct^ !x0 x 83 � � ♦\
/\ \ \ x\ A ee ' 6p,.. 831.3 �i�
\ \ / J OIpa +'O 831.4 \ ciT til. ♦\
\ 1�\ \ �'.0 9i- . do +�+ r,� . �, ;\
\ , \ \0 9 �� o ♦ \g�$aERIMETER CONTROL
\ \\,,4.- -1,1, ,,s 'A x831.2 `' O • ,
\\\� \�c \ ago\ ��• 9cF �,y 4 0.58- �$
\ 6�,. 831.8 'LP`,'� ° ' ;\
\\�� cc\r c\\ -,..1.,,1
JO-3,,,,,
eon 000� �� ' 6*b
\ \ q O ,5+� •
\
o.
,,frc�, 832.2
\ c% \ 822* �'� 9 0 ° o i O
\\ \ 1 91,9x 831.1 ,) 6S�Ox .,9�®�y\1 O c2 \\\
\ \ i
�\ /\ '9PF� \�f� \J $5O LyO / o°o� �� 00\ ` x 'IP ` °`o5 x\ �� \
C4,974
♦m \
\L \ \ ` \ GQo�? EPaF \ -so- 6• 6\ O
\ \-� �FO'o. O \3' �•$ •,o \°'a ' ♦ \_......_Existing
�� \ \ \r \/ � A<<s*.,o-,<„ O �1 6 y� 4,90-p
0,0_9.
, \ Retaining Wall
\/ +
/\ / \\ J/ /� J NO 00 h�832.6 •
xq�' . 0 11° \
/ \ \ ( \\ ro01 CI\q� N �P °G'A \83X.1 x 832.9 �7t 8 \
\
\ o82y�J J>,R. $�O ,. cin o-) 835.6 ' .0835.3CC\ `3% tJ� ?•A \
\i / /\ \\r\ ‹c. \ !�'O .0 -tcpc�� 36 1°O �o 828.6 \
V101;f,pECj` ��, 4� 0�0' cs O� 831.8 \o x
/ K \\\ \ \,r Atp0 s �q�0 O\ x y. \\� O 826.9•
\
\\ % ,\'\
\\ 829.9\JJ . �c, .• P9�,F \qg 833.3 ��\ \
/ci \ $O coo d0 oI . \
/ \ \ �� \ \\I'\ \\ +,�P 9o$+96 `\
r r \ $ -`-l<1`
o. + \ 9.67 FT. OFFSE \
✓ / \r T�\ �3 ty�� 831.5 + \� _ BENCHMARK \
-- )\ \ \\\ 830.3 �s 9�0 ��° \\s ^ • 1. TOP OF SPIKE \
,( J-/ \\ \O 0 �° co \�:^. 832.2 dale. EL = 833.34
r/� \ / SMH \ a^j : 0. \
J I / / \
\ \\ \
- \ ®�� -
831.2 I
i.
j,7
/ \ I N
\ 9.67 FT. OFFSE DRAINAGE AND UTILITY EASEMENT 0
�_� �� BENCHMARK _-, I
\ TOP OF SPIKE - _ I
EL = 831.71 i
Denotes Existing HydrantEB - - - - - - - - - -
Denotes Existing Electric Box -cf,rT
ry
8o Denotes Existing Television Box By _ �,1 /
TBsigik
Denotes Existing Telephone Box /�, Jam.
* Denotes Existing Light Pole Date /
so Denotes Existing Service EAGAN ENGINEERING DEPT.
o Denotes Existing Curb Stop LEGAL DESCRIPTION:
x 000.0 Denotes Existing Elevation Lots 36 and 37 39 & 40, Block
x�oos Denotes Proposed Elevation Lots 36, 37, 38, 1,
- Denotes Direction of Drainage PROPOSED BUILDING ELEVATIONS CEDAR GROVE 70WNHOMES 1ST
Denotes Drainage & Utility Easement Lowest Floor Elevation: 832.4 ADDITON, Dakota County, Minnesota
(per recorded plat) Top of Foundation Elevation: 835.6
-t• Denotes Iron Monument Garage Slab Elevation (at door): 831.7
Bearings shown are assumed Lots 38, 39, & 40 NOTES:
1. Proposed building site grading is in accordance with the
GRAPHIC SCALE PROPOSED BUILDING ELEVATIONS grading plans prepared by Alliant Engineering, Inc.,
0 10 20 40 last revised 7/28/15.
Lowest Floor Elevation: 831.6 2. Contractor must verify sewer depth.
Top of Foundation Elevation: 834.8 3. Driveways shown are for graphic purposes only. Final driveway
(IN FEET) Garage Slab Elevation (at door): 830.9 design and location to be determined by owner/builder.
(11x17 sheet) 4. All building foundation dimensions shown on this survey
include exterior foundation insulation widths, if applicable.
1038 5711.009 MEP CalAtlantic Job No. 35050010821-35050010825 Refer to final building plans for foundation details.
Carlson I hereby certify to CalAtlantic Homes that this survey, plan or report was prepared by me or under my direct supervision
and that I am a duly licensed land surveyor under the laws of the State of Minnesota.
1Sj1cCain Dated this 17th day of February, 2017. ...
Signed: rls.n McC.' Inc.
ENVIRONMENTAL.ENGINEERING.SURVEYING , /
3890 Pheasant Ridge Drive NE, By, • ,
Suite 100, Blaine, MN 55449 Thomas R. Balluff, L.S. Reg. No. 40361
Phone: 763-489-7900 Fax: 763-489-7959 Revised: Client Comments - 2/22/17 Peter J. Blomquist, L.S. Reg. No. 51676
Page of
BRAUNcmt-dson 4/07
I NTE BTEC Daily Soil Observation Notes
Project No.: Date: ., I (2- j 1-1 Report No.:
Project Name: 2 (2%- 2 116f_Fn v.-r'uci t? LeAA . Project Location: itA. 36"9.O r a1 4,4••••tTf1
Client: Cr(L 4+1 t....)Y' . Temp/Weather: S WO '
Project Manager: Time Arrived: Departed:
Areas Observed: O Building Pad O House Pad ❑ Roadway O Pkng/walks O Footing
O Proof Roll O Other (describe)
Soil report available? s] Yes ❑ No Report reviewed? ❑ Yes ❑ No Report prepared by: Get copy
Benchmark: 1„Pt,-c. 1^: l Benchmark elevation:Ili�-,,1 Benchmark provided by: z y/ w• 11
Finish floor elevation: a k..„, U Bottom of footing elevation:c< Bottom of excavation elevation:
Approved plans available? 'j A Specified compaction: Fill source:
Oversizing appears adequate? p NA ❑ Yes ❑ No Soils observed agree with Soils report? ❑ Yes ❑ No
Soils appear adequate for design loads? 0 Yes ❑ No Proposed project bearing capacity (psf): it,
Contractor notified of results? Yes ❑ No Name of person notified: ,,t,,, vj
Was a copy of this report left on site? Yes ❑ No If so, whom was it submitted to?
UU.. U 5U �.�i
N ; arm
Em ant
' i I i
(, ” ; 0
. , ,
1 .n '
,,,,
I s
1111 all 111111111
16111111111A1
I
Notes/Comments: ;,Lf t-,
I
(-G 3 --1 I.
1
i Write'13 .mre€evations, rate excavated, oversizing and type of bottom soils on sketch
( )
Performed By: Reviewed By: Date:
This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed. Observations and/or conclusions and/or
recommendations conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report.
• Providing engineering and environmental solutions since 1957
Use BLUE or BLACK Ink
For Office Use
Permit#: /�7 �P
* City OiEa
Permit Fee: /D 0 ` O
3830 Pitot Knob Road I" «�
Eagan MN 55122 ' ° .::'-1 7-a
Phone•(651)675-5675 Date Received:
Fax:(851)675-5694 I!!! 2 170»
Staff:
L
2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION
Date: 1— i7-r7 site Address: Z13Z RrveK tJiattr�Y ��' NeIJpORT `\
Tenant: Suite#:
n�
Name: CAL r�n L:9�T lc r'[oMt�s Phone:9J�e - Z9
,�; Address/City/zip. 751 ANA( AM .
';,,b iicant is: Owner X Contractor
Description of work: FPA 3 (/SET $i' TE AI
'_ _.- ; ;: . Construction Cost: 7�j✓�� Estimated Completion Date: l�" ZOt 7
e. n a , � Name: I RE �7[.;AP SS led J ttYlt.L� t_icense#: C-145
a'y xa Address: 45)?"
50 JR X'Ci Ft°. Q. Bbtt 37 City: :1 Ni-c2 ."r:
f & state: MlU zip: L..1'`0 Phone. -3-7767-:
�3 - $9 -Z18 3
} Contact:— s"ot.1 &AtJT iQ Email: QSb/t T55/*►t rdtJ . CAM
FIRE PERMIT TYPE h WORK ORK TYPE
Sprinkler System(#of heads Lr /� NewAddition
Fire Pump Standpipe _Alterations —Re
model
Or. Other.
Other
DESCRIPTION OF WORK: _Commercial Residential Educational
FEES
$60.00 Permit Fee Minimum Contract value 3i�' x.01
Surcharge=Contract Value x$0.0005 =$ Permit Fee
if the project valuation Is over$1 million,please call for Surcharge
= Surcharge
$100.00 Residential New(includes State Surcharge) _$ /00, 00 TOTAL FEE
314"Fire Meter-$290.00 =$ Fire Meter
=$ Ito,00 TOTAL FEE
"Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used
I hereby apply for a Fire Suppression System permit and acknowledge that the Information is complete and accurate;that the work will be in
conformance with the ordinances and codes of the City of Eagan and with the Minnesota l3ultding/Fire Codas;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 wilt be in accordance with the approved plan in the case of work
which requires a review and approval of plans, `
X
'��/;FSO�C ►�7 'Ip' �t Gk'v+71 --•6',.....96Annlin.an,•a.D.inewd 5tww., •.�. �_ue
1/G/�6/S'
FOR OFFICE USE
REQUIRED INSPECTIONS'
Hydrostatic FlAlarm Drain.Test ough In
Trip Pump Test; Central Station rFinal'
{
Conditions of Issuance:
Permit Reviewed by: Date: tlA ; / ( / ! 7
City of Eapail
Address: 2132 River Valley Lane Permit#: 141573
The following items were/were not completed at the Final Inspection on: / / 1f/7
Complete Incomplete Comments
Final grade - 6" from siding X OJ1`41/
Permanent steps — Garage
Permanent steps— Main Entry (� ,J,(vt-Alr) a I d 1‘6
Permanent Driveway OC11 -I
� i
Permanent Gas }( a1) 1\3(
(1111Retaining Wall or 3:1 Max Slope Q
r)-)J1)
Sod / Seeded Lawn —
Trail / Curb Damage
Porch
Lower Level Finish
Deck
Fireplace
• 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.
• Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an
irrigation system.
a!
Building Inspector:
G:\Building Inspections\FORMS\Checklists