2130 River Valley Ln L /bff s63. - 7, 661. -
( 6 ``' . - Use BLUE or BLACK Ink
fL )�f.5b/., - /70 - 00 ^For Office Use
!I K/K� /0 - 0 0 Permit#: /�/�City f �� Permit Feer'
3830 Pilot Knob Road S16•�j y
Eagan MN 55122 , Date Received:
Phone:(651)675-5675
Fax: (651)675-5694 Staff:
2016 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: 3/10/2017 site Address: 2130 River Valley Lane Unit#: Pinehurstr.....
o
. ._..w CalAtlantic Homes (952) 229-6009
Name: Phone:
Resident/ 7599 Anagram Drive / Eden Prairie / 55344
Owner Address/City/Zip: g
Applicant is: Owner ✓ Contractor
f
Description of work. Multi-family residence C ___(-blie__ (2,(i) (ix 7`� l
Type of Work
Construction Cost: $ 145,000 Multi-Family Building:(Yes 1 /No )
CalAtlantic Homes Kurt Niska
Company: Contact:
Contractor
Address: 7599 Anagram Drive City:
Eden Prairie
State: MN Zip: 55344 Phone: (952)229-6009 Email: Kurt.Niska@calatl.com
BC700385
f License#: Lead Certificate#:
IIf the project is exempt from lead certification, please explain why:
The building was constructed after 1978. 19
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: 11/16/2016, 3850-3870 Cedar Grove Parkway
Licensed Plumber: Elander Mechanical, Inc. Phone: (952) 445-4692
Mechanical Contractor: Elander Mechanical, Inc. Phone: (952) 445-4692
Sewer&water Contractor: Miller Brothers Excavating Phone: (763) 420-9170
' Fire Suppression Services, LLC (763) 277-8960
Fire Suppression Contractor: pp 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 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.gapherstateonecall.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 MinnesotaState Building Code must be completed within 180
days of permit issuance.
1
x Kurt Niska x -
i ;ems_
Applicant's Printed Name Applicant's Signature
Page 1 of 3
4
2119 (1C-ti //4"26
SO -6, DO OT WRITE BELOW THIS LINE /L{/6
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
l` 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 t, MCES System
Plan Review Code Edition 141114,01 1f SAC Units
(25% ( 100% ) Zoning 113 City Water
Census Code Stories _ Booster Pump
#of Units Square Feet 0 PRV
#of Buildings I Length I Fire Suppression Required
Type of Construction V Width I7,,.)
REQUIRED INSPECTIONS Is
X Footings(New Building) Meter Size: 44
i 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
Framing 30 Minutes 1 Hour Drain Tile
)(. 'Fireplace: Rough In Air Test X Final Siding: Stucco Lath Stone Lath Brick
�. Insulation
1
Windows
Sheathing Retaining Wall: Footings_Backfill Final
, Sheetrock X Radon Control
Fire Walls Fire Suppression: Rough In_Final
Braced Walls Erosion Control
Shower Pan Other:
Reviewed By: Ili , Building Inspector
RESIDENTIAL FEES '1� y 2,
Base Fee
It51,��j" / !qf LJ
Surcharge // 5--b....._
.- /
51
Plan Review lit tvi Al tJ i4Z. �/ I (P 1
MCES SAC79' J 3o ) T (i(
City SAC 01;1.1 /' 1 73 -,
l
Utility Connection Charge t ) VS`a)S
'
S&W Permit& Surcharge , 741 ( � p
4t,
Treatment Plant W I
f/ xi
Copies �T A , i, ac?'"'
TOTAL
Page 2 of 3
9
New Construction Energy Code Compliance Certificate
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: q r P
.
2130 River Valley Lane-Pinehurst Eagan t1 t I 1 LA 1 `
Name of Residential Contractor: MN License Number — 0 M E S
CalAtlantic Homes BC700385
THERMAL ENVELOPE RADON CONTROL SYSTEM
Type:Check All That Apply X Passive(No Fan)
Active(With fan and monometer
or other system monitoring
c device)
N
rN Location(or future location)of Fan:
>
c 1 TY, If fan is required;Attic
o a o U a a°a
a m s
< m m s c -o c
> C O N N O O- LL ' O
Insulation Location ° z m m O O m w N
o m E E
c. m d m m c
t° z it it l2 i2 i 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 36374 13712 16060 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: Cfm's
Capacity continuous ventilation rate in cfms. 6" "round duct OR
Total ventilation(intermittent+continuous)rate in cfms: "metal duct
-4- wrightsoft. Component Constructions Date: 2015
Entire House By:
Elander Mechanical Inc Plan: PiNEHURST
700 Valley industrial Circle South,Shakopee,MN 55379 Phone:952-445.4692 Fax:952-496-2092
L_l_, t Wal. - Pro at,lnfoxmatiblii. anf_t_ . . fl :.TtfA
For: Ryland Homes
4��..,.rr. „..,t.,,,,.. ,,...:..:22 �....�� .. Des gin Conde ,,ons7,..;"�, ,z: x -,;-, .. .:..1f:';'::`,..-, ,
Location: Indoor: Heating Cooling
Minneapolis-St Paul Intl 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/Ib) 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
5' Btuhrtt?'F ft''F/Bluh Btuh/ft' Btuh Btuh/ft' Btuh
Walls
12F-Osw:Frm wall,vnl ext,r-21 cav ins,1/2"gypsum board int n 782 0.065 21.0 5.52 4321 1.12 877
fnsh,2"x6"wood frm e 274 0.065 21.0 5.52 1515 1.12 307
s 792 0.065 21.0 5.52 4376 112 888
w 422 0.065 21.0 5.52 2332 1.12 473
all 2270 0.065 21.0 5.52 12543 1.12 2546
Partitions
12F-Osw:Frm wall,vnl ext,r-21 cav ins,1/2"gypsum board int 157 0.065 21.0 5.52 866 0.64 100
fnsh,2"x6"wood frm
Windows
61k Vinyl Window;NFRC rated(SHGC=0.32) e 107 0.290 0 24.6 2633 34.5 3680
w 108 0.290 0 24.6 2650 34.5 3704
all 214 0.290 0 24.6 5282 34.5 7385
Doors •
11JO:Door,mel 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-49 836 0.020 49.0 1.70 1421 1.04 869
Floors
20P-38c:Fir floor,frm fir,12"thkns,carpet flr fnsh,r-38 cav ins, 462 0.030 38.0 2.55 1178 0.36 166
gar ovr
22A-tpm:Bg floor,heavy dry or light damp soil,on grade depth 56 1.180 0 100 5617 0 0
l: 2015-Jun-24 07:21:27
� wrightsoft" Right-Suite®Universal 2012 12.1.06 RSU13410 Page 1
ACC ...dtDesktop\Heat Losses 20131Ryland Pinehurst.rup Calc=MJ8 Front Door faces: N
LOT SURVEY CHECKLIST FOR RESIDENTIAL
/ i/. 5
/ BUILDING PERMIT APPLICATION
PROPERTY LEGAL: 1- S 40, j k . ki� cs- �Y 'vJ.
DATE OF SURVEY: 21 aaill
LATEST REVISION:
I
/
��l1c-G;. fi .
D /
O z a DOCUMENT STANDARDS
A .❑ 0 • Registered Land Surveyor signature and company
J' 0 0 • Building Permit Applicant
A 0 0 • Legal description
❑ 0 • Address
• 0 ❑ • North arrow and scale
,1 0 0 • House type(rambler,walkout,split w/o,split entry, lookout,etc.)
A 0 ❑ • Directional drainage arrows with slope/gradient%
• 0 ❑ • Proposed/existing sewer and water services&invert elevation
• 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
pr' 0 0 • Top of curb at the driveway and property line extensions
❑ J;t' ❑ • Elevations of any existing adjacent homes
p• 0 0 • Adequate footing depth of structures due to adjacent utility trenches
❑ 0 • Waterways(pond,stream,etc.)
Proposed
• ❑ 0 • Garage floor
❑ ,fid' ❑ • Basement floor
% 0 ❑ • Lowest exposed elevation(walkout/window)
• 0 0 • Property corners
0 ❑ • Front and rear of home at the foundation
N • PRV Required
PONDING AREA(if applicable)
❑ / 0 • Easement line
❑ ,J' ❑ • NWL
❑ A 0 • HWL
❑ 7 0 • Pond#designation
❑ /1 0 • Emergency Overflow Elevation
❑ ,Zr ❑ • Pond/Wetland buffer delineation
Y • Shoreland Zoning Overlay District
Y • Conservation Easements
DIMENSIONS
0 0 • Lot lines/Bearings&dimensions
y ❑ ❑ • Right-of-way and street width(to back of curb)
le 0 0 • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
� 0 0 • Show all easements of record and any Cit utilities within those easements
7' 0 0 • Setbacks of proposed structure and ',ear• setback of adjacent existing structures
0 0 • Retaining wall requirements: 41,
Reviewed By: '. / Date 2,30 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
CalAtlantic Homes
•1 A41..rnUrm Slopee / ���- `�
L), '
c =A ig Wall Will Housebd Address:
6-4/-
' ~ fired 2128-2136 River Valley Lane, Eagan, MN
House Model:
Fremont D, Pinehurst F, Newport G, Ontario F, Fremont F
10 FT. OFFSET \ \
c9 7ZD BENCHMARK _ x 830.9 \ DETAIL
TOP OF SPIKE -��
EL = 831.10 1\ , \ \ 89.36
n\ \1 pejo % x\\ 89 / 1 \\
\ d 3`L \
10 FT. OFFSET x 830.4 n\ \ \ O o
BENCHMARK _ Q 83 \ p ` I •So'\�°\ i,� \
\ TOP OF SPIKE �\ ,,� \ 1 % ; I o" 1�i100 I
EL = 830.00 \\ �rL \\moo y i�� o ti�i
829.7 x`\ J o Nco 8 7 \ ,k��j 1 c/
\ IJ \ \ ro �5 goy\° N '-' %\ o �8� 40
' /
O
\r\ \\ 0 ,6,-,0+ \ %6, OO q % .
` � ti\, \ A
\ \ 0 15 831.6 x osP �; (not to scale)
\ % F, \ .y8 YA
„. co P.R.V. REQUIRED
\\r \ \ 830.1 \y\.\ TC / Gi9 x 831XO \803
\ \\ p 831.3 0 O %
\ \L \Z\ 4 8l°5 o �� • 9cF ,-),,,0",\' x 831 ,. %\
/\ ��j�3 x\ \`� q 6?�• '� 6, '831.3 O 'a® V lP %
\ \ 1 JJ \ ‹)-022 ? +'rn m 831.4 \\ O <9,° V�': %\
o•o, f Q \o• s � \
\\ Ir\ \\ v' .4-ue \,�tJ O }o , \ INSTALL
°s c♦ 9 lP ti.'� 'V o .. ;%\ PERIMETER CONTROL,
\ \ _ J 1s �9 x 831.2 ? O (n gL8
\ o r\ \ \ cF 0,58` 8 \
f- \ ,b-b ? . 'y O x 6
\' \ \ ?o� �y 831.8 'Le'9�. o ' % \
\ c' 6 0�y
\ �' \ \ --,,,,,,.0. ° / vii
\ %. r\ 82 ` �j, 9 O O 832.2 O % \
\ \ / CVox(A831.1 ; ,,,,,.0_x q,®.'51,1 O d?�� \
\ \/\ �'9 1 \r�� \J 3��LyO / 00TH x 8 ,b G O53'r x oQ1014.1!:).,-D‘ \
�\ \�5> \\ \ i \ • N. 'O of \� �y$ .00 8\ \O b. 4 \-..\___Existing
\ , A n\ \ �o �,F O i1 /O S. b.
% � Retaining Wall
\ \ .R 9NO O 1 ti 8+
rJC \/ \ J\ g �, • ��832.6 3 \6 ` \
\\ \ \ \ O �i tT\ X61 �� 9 o q \835.1 x - 832.9 t 8
6. o c� \ x x 7t ?g � \\
\ \ \ 0o 829. >>.� CO ?®9c� o 835.6 . S835.3�C\ �® �s A
\ // \ <<,X
\ �o Iii
3'O s+SFr 36 �� zu0 828.6 \
7
'�%\ \\ \\o \ ids ���o' \p� 831.8 \�-A 1O 826.9 \
\ \ i" \ • 829.9\J 8 Oc �S'G�cc, g
N33.3\ 8� \
\ i \ J 35O' , ?A� �O`l oI � \
\-\ \
\ \ \ 6Fi�Qo`,2 ` d0 ,, \� 9.67 FT. OFFSE \
ll, j I\ TC\ \k., �C^��P�' 831.5 �,( ` BENCHMARK \
- \ \ \\ 830.3 •,0 7.20 ,,� \y ^ 1 • /.� TOP OF SPIKE
Y/ / \\ O O \C). ' \\co \ '- 832.2 x/•66 EL = 833.34 \\
\ \., Slt1H 4;5\. 4 p
/ \ 831.2
\ I o
--X--- - BENCHMAR9.67 FT. K
_.,/ DRAINAGE AND UTILITY EASEMENT
TOP OF SPIKE - ---__ _ I
\ EL = 831.71 i
g, Denotes Existing Hydrant \ "wow- _ - - - - - - - - - -
0 Denotes Existing Electric Box Nit- lor,. 111 il
8 Denotes Existing Television Box /
O Denotes Existing Telephone Box By '� �
* Denotes Existing Light Pole Date :/Ad-7
So Denotes Existing Service EAGAN ENGINEERING DEPT.
C8 Denotes Existing Curb Stop LEGAL DESCRIPTION:
x 000.0 Denotes Existing Elevation Lots 36 and 37 Lots 36, 37, 38, 39 & 40, Block 1,
"0-00.6) Denotes Proposed Elevation PROPOSED BUILDING ELEVATIONS
-- CEDAR Direction of Drainage CEDAR GROVE TOWNHOMES 1ST
- - Denotes Drainage & Utility Easement Lowest Floor Elevation: 832.4 ADDITON, Dakota County, Minnesota
(per recorded plat) Top of Foundation Elevation: 835.6
-• 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.
4. All building foundation dimensions shown on this survey
(11x17 sheet) include exterior foundation insulation widths, if applicable.
1038 5711.009 MEP CalAtlantic Job No. 35050010821-35050010825 Refer to final building plans for foundation details.
Cci
s0� 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.
I'ii1
���'� Dated this 17th day of February, 2017. '
Signed: rls.n McC.' Inc.
ENVIRONMENTAL a ENGINEERING-SURVEYING / . G /
3890 Pheasant Ridge Drive NE,
Suite 100, Blaine, MN 55449 By. 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 Us(e /
City of anRE.-":„..;'.'_., ,) / QO
., Permit Fee. / 11 0/
3830 Pilot Knob Road
Eagan MN 55122 J l U 21 2017 Date Received: `7,�(- 17
Phone:(651)875-5875
Fax:(851)875-5894 Staff: o
L J
2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION
Date: *-7-I?- 17 Site Address: 1130 1 i vet Vii tAZY 1-14,' IP/AreNe.t "
Tenant: CAL- f Suite#:
' Name: . /Totiwi _ 14OMeS Phone:952 -z Zci-tooad
-� ` 75' 19
`�- ` Address/City t Zip: Aa.IA(�2 fink. -DR.
4
, Applicant is: Owner x Contractor
Description of work: *PA 13DE(ST $YSTE i"1
;41",,j4,07.,,,- t-ttry / 20 i7
E� �,p .,�, � ` W` r. Construction Cost: '5996 •°p Estimated Completion Date:
'''''',4.''
s,a+
:xrr'iS`�v•
55r� z�`a l, Name: 5ttP S 164S Vicc.s License#: C.-145
, C7GR�+
� .
4. ,� . r -_. °,�- `', Address: 4506 etAx ir'R D. O. 37 City: FRf1JC .`T01�i
c Fi T K'*Y 4 : : ��1! Phone: 76 3 ;g1 -2/2)3
.2 t 2)3
1 .":,N stateM rJ ./�
r ,.. t Contac4:
s0fJ &A,J EI2 Email: 42• o4 -QS'A-41d6s • GoNI
FIRE PERMIT TYPE / WORK TYPE
Sprinkler System(#of heads_) _• New _Addition
Fire Pump Standpipe _ _Alterations _Remodel
_.. Other. Other:
DESCRIPTION OF WORK: Commercial &Residential _Educational
FEES
$60.00 Permit t=ee Minimum Contract Value$ 59.4:v108 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
$ /o0.Cp TOTAL FEE
"Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used
I hereby apply for a Fire Suppression System permit and acknowledge that the Information is complete and accurate;that the work will be in
conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this isriot a permi
t,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 require's a review and approval of plans.
FOR OFFICE USE
REQUIRED INSPECTIONS
Hydrostatic Flow Alarm Drain Test Rough In
Trip pump Test Central Station __......._, Final—
Conditions of Issuance:
Permit Reviewed by:z� Date: / / / /f