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707 Rosa Ct T~.. ie~~ ~~'ul ~ ~ ~ RA~ ~ ~ ~ Bwun Interlec CorporaFiod Phone: 952.431.4493 ~ 6950 West 146fh Streel I Fax: 952.431.3084 ~ INTERTEC s~~~e,s~ Web: 6rauninlerfeucom Apple Volley, MN 55724 . Report of Field Compaction Tests , ,Date: January30, ~ ~ ~ ~ ~ ~Project:BODX-03-017C Report: 1 Client: ~ F rg p 3 Z~~3 ~ Project Description: Mr. Kevin Manley Excavation Observations and Compacfion Testing Services ~ Manley Brothers Construction PIaposed Aouse - Lot 15, Block 1-Nature's Edge :~y': BY 2113 Cliff Drive 707 Rosa Caurt Eagan, MN 55123 Eagan, Minnesota lYIax. Lab Inplace Specified , Soil Optimum Dry Density* Tnplace Dry Relative Minimum ID and Moisture* (Std.Proc.) Moisture Density_ Compaction Compact . Test Date Type Classif[cation (pcf~ (pc~ Coroments 1 1/29/03 N P-1: SP 11.5 119.7 6 116 97 95 A 2 1/29/03 N P-1: SP 11.5 119.7 8 119 99 95 A ~ 3 1/29/03 N P-1: SP. 11.5 119.7 7 120 100 95 A . ~ ~ ~ Key: N= Nucleaz, AST'M D 2922 results co 1 with s ecificafio SC= Sand Cone, ASTM D 1556 - Test resu o no comp y wi speci cations. O.M. and M.L.D.D. rounded to nearest 0.1 C= Test results meet zero air voids criteria. Test Test Location Elevation _ 1 Lot 15, Block l, NW pad comer 924 2 Lot 15, Block 1, NW pad comer 926 3 Lot 15, Block 1, NW pad corner 928 Elevation Reference: c: Mr. Curt Stocker; Stocker Excavating, Inc. Building Inspection Dept.; City of Eagan Braun Intertec Corporation t' ~ "'~`1 David T. Youngstro Senior Engineering sis ~ 03017c\cts-1 ~ - ~ i Providing engineering and environmen[al solutions since 1957 ~ t~~~, ~ ~ ~ f . MOISTURE-DENSITY RELATIONS OF SOILS 123 121 I 119 I i I U n N c d a T ~ I ( ~~7 115 ZAV for Sp.G. _ 2.65 113 6 8 10 12 14 16 18 Watercontent, % Test speciflcation: ASTM D 698-91 Procedure B Standard Elev/ Classification Nat °k > °k < Depth USCS AASHTO Moist Sp.G. LL P~ 3/8 in. No.200 SP 2.65 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density = 119.7 pcf SP; Poorly Graded Sand, F-M Grain, Brown Optimum moisture = 11.5 % Project No. BODX030llCClienf: Remarks: Project: Nature's Edge Specific Gravity Assumed I,ot 15, Block 1 • Location: Lot 15, Block I MOISTURE-DENSITY RELATIONS OF SOILS BRAUN INTERTEC Figure P_~ J~p SEVERSON,SHELDON, DOUGHERTY & MOLENDA, P.A. SU~boo RECEIVED 7300 WEST 1477N STREET APPLE VALLEY, MINNESOTA SSI24-7580 JAN 2 2 2003 ~ (952) 432-3136 TELEFAX NUMBER (952) 432-3780 EAGAN E-MAILbauerrQseversonsheldon.com ENGINEERING DEPARTMENT TO: John Gorder, Assistant City Engineer FROM: Robert B. Bauer, City Attorney ~ DATE: January 21, 2003 RE: Lot 15, Block 1, Natutes Edge Manley Land Development, Inc. Sidewalk and Trail-Way Easement - Easement No. 882 Our File No. 206-19393 John, Enclosed for the City's records, please find the original Sidewalk and Trail-way Easement between the City and Manley Land Development, Inc. dated April 15, 2002 and recorded with the Dakota County Recorder's Office on October 11, 2002 as Document No. 1946154. C : .~~.cC~ A-~,~~ ~'f~ZC ~ L ~t r7U`~ (~-Us ~ ~6u i ~r a' ..,y . Q Wa ~~~(I 3 N pU f' I¢ ? i , ~a ` o O ? ~ ~ o ~ Ild ~ W W ' . (7 Z ~ N ~ a _ ~ ~ J 2 IL ^3= v_ ~ O ¢ ~ O ~ . ~ LL ~,,y ~ 2 U v• N W ~ V ~ O ~w N ~ W ~ ~ Z ~5~~ am ~ 3 ~ ~ G W ~~Fx zr: ~ ¢ , ~3 W ° ~ 1~46154 Q ~ LL SIDEWAI.K AND TRAIL-WAY EASEMENT This easement, r.iade uhis 15 day cf Aurii , 2Gp2, between LAND DEVELOPMENT, INC., a Minnesota cotporation (hereinafter referred to as "Landowner"), and the CITY OF EAGAIV, a Mimiesota municipal corporation, organized under the laws of the State of Minnesota (hereinafter referred to as "City"). WITNESSETH: That the Landowner, in consideration of the sum of One Dollaz ($1.00) and other good and valuable consideration,the receipt and sufficiency of which is hereby aclmowledged, does hereby grant and convey unto the City, its successors and assigns, forever, a sidewalk and trail-way easement over, under and across the following described property to wit: The West 10.00 feet of Lot 15, Block 1, NATURES EDGE, according to the recorded plat thereof, Dakota County, Minnesota. Together with: An easement for trail-way puc~.eses lying over, under and across the west 10.00 feet of Outlot A, said iVATURES EPGE. The grant of L`ie €:~regaing per.na:zent easemeat for sidewalk and trail numoses includes the right of the Ciry, its contr•actors, agents and servants to conshvct, reconstnict, inspect, repair and maintain a sidewalk ancUor ~~ail and erect and maintain signs in conjuncfion with the public's use of said sidewalk and/or trail anr; any signs erected in conjunction with the use of the sidewalk and/or trail. And the Landowner, foi itself, and its successors and assigns, does covenant with the City, its successors and assigns, that it ~s the fee owner of the lands and premises aforesaid and has good right to grant and convey the easements herein to the Ciry. ~ ~ DATE RECEIVED /U' ' C^~. - ^ DAKOTA COUNTY ~ DEC ~ ~ ~ ~ TREASURER-AUDITO~Ad ' ~ - ` Gw- ~ . , . IN TESTIMONY WHEREOF, the Landowner has caused this easement to be executed as of the day and yeaz first above written. MANLEY LAND DEVELOPMENT, INC., a Minnesota corporation BY: ~ - ~J m~ r~: STATE OF MINNESOTA ) ) ss. COUNTY OF ~c#.t ) _ The for going ' stn ent was acknowle d befo me this ~ day of 2002, by ~ ' the ' of MANLEY LAND DEVELOPME INC., a ivlinneso a corporation, on behalf of the corporation. KI~1'.bEFL9 S. ir11TCNc~L ~ ~f(J9~~ Y 3jw NCTARYPUBI~C-1.ihl'N-wOSA ~~jit \ J. I 1~'?~ MY CONIMISSION ~IRB,i ! J{~IVUAiN 31, 2':n5 TMv1 No ublic APPROVED AS TO FORM: r~-- City Attomey's O~ce Dated: r j z APPROVED AS TO CONTENT: ~ i ` . P lic Works Depar[ment Dated: ~4-r7-o2 THIS IN5TI2UMENT WAS DR,AFTED BY: SEVERSON,SHELDON,DOUGHERTY & MOLENDA, P.A. 7300 West 147th Street, Suite 600 Apple Valley MN 55124 (952)432-3136 - (RBB: #206-19393 -B„sement No. 8S2) ~'i~~~;M:"r S7G~3 ~ ~fl~ ck o I NTE RTEC A Summary of Excavation Observations and Compaction Testing Services for Manley Brothers Construction , Proposed House, Lot 15, Block 1` Nature's Edge I~` Addition , Eagan, Minnesota Professional Certification: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Minnesota. ` 73~~ Crrego J on, PE Associate Pnncipal Registration Number: 24017 Project BODX-03-017C February 26, 2003 Braun ~ttertec Corporation Providing engineering and environmental solutions sdnce 1957 H t . ~ ~ ti`J~~iJ ~ ~ R~~ ~ ~ Braun IMertee CarpewKen Phone: 952.431.4493 '%'TI 6950 Wesr 146ih Sneer Foz: 952.431.3084 ~ ~ INTERTEC s~i~a~ai we6: 6~0~~~~,ene~.~om Apple Valley, MN 55724 .,:.'fi%',kD~. r ~~y~~5~ 6 Ic~ L ~ k J zg February 26, 2003 Project BODX-03-017C ~ ~a Fx~~: 4sd~`A's ~ ~ Mr. Kev~in Manley Manley Brothers Construction 2113 Cliff Drive ~ ~ Eagan, NIN 55123 ~,a ~ Dear Mr. Manley: € w, ~ ; ~~~y Re: A Suirunary of Excavation Observations and Compaction Testing Services, Proposed House, Lot 15, Block 1, Nature's Edge ls` Addition, 707 Rosa Court, Eagan, Minnesota ~s ~q, . ,a As requested by Mr. Curt Stocker with Stocker Excavating, we have completed excavation ~,s'~ obseroations and compaction testing during the soil correction performed in the northwest corner of ~ the house pad at Lot 15, Block 1 of Nature's Edge ls` Addition. The purpose of the excavation observations was to aid in evaluating the suitability of the soils encountered in the excavation N1 bottom for fill and house support where the proposed house went off the graded house pad The purpose of the compaction testing was to aid in evaluating the suitability of the engineered fill " placed for house support. ~ Available Information No soil borings wexe performed specifically far the proposed house. Braun Intertec Cozparation r~i°: (Braun Intertec) performed soil borings for the Nature's Edge development. The results for thbse " r' borings were submitted in our report ritled "Geotechnical Evaluation", dated February 25, 2002 • (Braun Intertec project number BODX-02-008). `:i u'~~ .y At the time of our observations, we were provided with a certificate of survey prepared by Pioneer Engineering dated December 11, 2002. Survey hubs were set in the field by Pioneer Engineering po LL a and offset stakes were set in the field by Stocker Excavating. The exact house pad locarion is the . ~ ~ responsibility of others. ..~;.r ,~r~. Braun Intertec performed excavation observations and compaction testing during the site grading in : 2002. This work was performed under Braun Intertec project number BODX-02-129C. Lot 15 of Block 1 was a graded pad in which engineered fill was placed. After reviewing the location of the graded pad with the proposed house location, it is apparent that the nortt~/northwest corner of the f~ proposed house is off the graded house pad. ~ Proposed Construction e~~ . : The proposed house will be a full-basement, walkout type with an attached lriple garage. Basement ~ floor will be at elevation 933.0 feet and the gazage floor will be at elevation 9413 feet We assume ; Providing engineering and environmental solutions since 1957 v ~'>~i; aT:; -,s,: ~.,~n~ lis,.=;yr Manley Brothers Construction Project BODX-03-017C February 26, 2003 Page 2 the house will be supported by conventional spread footings designed for a soil bearing pressure not exceeding 2,000 pounds per square foot (ps~. Excavation Observations The excavarion observations were conducted by an engineering assistant on January 28, 2003. The excavation observations consisted of observing the soils exposed in the hottom and sidewalls of the excavation. The approximate density or consistency of the soils encountered in the excavation bottom were estimated by judging the force required to advance random, shallow (about 1 to 3 feet deep) hand auger probes. Soil classifications were deternvned in the field by examining the hand auger probe cuttings in general accordance with the American Society of Testing and Materials (AST'NI) procedures. Stocker Excavaring used a backhoe to remove about 2 to 5 feet of topsoil and/or topsoil fill and up to 2 feet of soft clay soils from the house pad and oversizing areas. The bottom of the excavation ranged from approximate elevation 922 in the northwest corner to 927 near the edge of the graded house pad. Soils encountered in the excavation bottom primarily consisted of lean clay to lean clay with sand that were judged to be in a medium to rather stiff condirion. The excavarion was oversized about 8 feet beyond the building lines. See the attached sketch which shows the approximate limits of the originally graded house pad, the excavation limits and bottom of excavation elevations. Fill and Compaction Tests The engineered fill used to establish foo4ing subgrade elevation was primarily an imported poorly graded sand with silt. The engineered fill was placed in about 1 foot loose lifts with a dozer then compacted with a self-propelled, vibratory sheepsfoot roller. It should be noted that engineered fill was placed up to footing (rear walkout) subgrade elevation of 928 feet. A total of 3 compaction tests were taken on the engineered fill placed to establish rear walkout footing subgrade. All tests met or exceeded the minimum density requirement of 95 percent of standard Proctor maximum dry density (ASTM D 698). The compaction test results and Proctor curve are attached to this report. Conclusions Based on the results of our excavation observarions and hand auger probes, it is our opinion the soils encountered in the excavation bottoms aze suitable for fill and house support. Based on the conslruction staldng provided by others, it is our opinion the excavation was adequately oversized for lateral support of the fill and house. Based on the results of our compaction testing, it appeazs the engineered fill tested met the recommended compaction for house support. Manley Brothers Construction. Project BODX-03-017C February 26, 2003 Page 3 General It should be noted that standazd penetration test borings with power equipment were not taken to evaluate the soils at depth on this lot. However, the soils which were visible and the results of the hand auger probes indicate that the risk of detrnnental settlement due to poor soils at depth is very small and we, thus, recommend that it be assumed by the owner. The cost for taking soil borings W better define that risk does not appeaz warranted. If site grading and construction is anticipated during cold weather conditions, we recommend fl~at good winter construction practices be obseroed. No fill should be placed on soils which have frozen or contain frozen soil. No frozen soils should be used as fill. All snow and ice should be removed from cuf and fill azeas prior to addirional grading. Concrete placed should be maintained at a temperahue in excess of 50 degrees Fahrenheit for a muumum of 48 hours following placement. Concrete should not be piaced upon frozen soils or soils which contain frozen material. Frost should not be permitted to penetrate below footings since such freezing could heaue and crack footings and/or the foundarion walls. Services performed by the geotechnical engineers for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently pracricing in this area. No warranty, expressed or implied, is made. Thank you for working with Braun Intertec on this project. If you have any questions or concems regarding the inforxnation contained in this report or the attached test results, please call Dave Youngstrom or Greg Bialon at (952) 431-4493. Sincerely, Braun Intertec Corporation ~ David T. Youngstro Senior Engineering ista ~~y~ ~GJ~`~ Greg .~alon, PE Associate Principal Attachments: Excavation Observation Sketch Report of Field Compaction Tests, Reports 1 Proctor, P-1 c: Mr. Curt Stocker; Stocker Excavating Building Inspection Department; City of Eagazi dry/gj6:spk\03017c~rpt ~ Area of 5oi1 Correction (off originally graded pad) ~ o~ ' %i1 8 Feet Oversizing ~ S%6~ ' ~ r I~ P5~ J ~ NJ N ~a~5 ~ - o ~ e75, 922 ~_00 927 °'j ~ 19,5~- 4.15(J a~~ SQ.98 ~ ' ~ s~ss ~ ~,Q • ~ o \ , v ~ ~ ~ ~~L I 929 928 ~'M ^ ~ ~ I2.3J , Q; , . ~ / 5 z ^ ' a ~ / ~ a i ~ \'t . Approximate ~ ~ 0 ~pp.- 93Q Limits of ~ L ,yp, o ' Originally ~.31c ~ O.QO ~ ~ ~ ` .4 f . ` . . Graded House 3 p ~ p~- ~ o / lp f. ~ W Pad ^ l +W ~ Q ~n I . 92-3 a- O r~ tv f ~ ~-,~`~l ; I ~~~.oo~ ~ ao b,3 p~g~ t ~ , _ _ / ~ . ~~3Q33 927 ~q L_ _ r _ ~N ' ` i ~i ~ '92 _ 18 . . ss .6s ~ , F (Q31.°~~'2,07 R~~.3 . , . } S`/ L'j" ~~,Ut~ a~~ . Legend XXX Approximate Bottom of Exeavation Elevations for Soil Correction XXX Approximate Bottom Elevations of Originally Graded House Pad M~~ Approximate Limits of Excavation Observation Approximate Limits of Originally Graded House Pad Excavation Observations ~"T oarE sHCCr B RAU N~ oRawn er: DTY 1 28 03 1 Nature's Edge lst Addition ~ aaP•o er: 2(Z4/c3 or I NTERTE~ Proposed House - Lot 15,Block 1 ~oe r,o. BODX- - C 1 Eagan, Minnesota DWG.No. FicuRF# 1 sca~E 1"=30` ' ~ ~ ~t . ~ ~~~i~ ~i ' ~ Broun Interiec Corparofiod Phone: 952.431.4493 INTERTEC 6950West146th5ireet Fax 952.43L3084 _ ~ , ' Suite731 - Web: 6muninledecmm ' - Apple Ualley, MN 55124 Report of Field Compaction Tests ~ Date: January 30, 2003 . Projecf: BODX-03-017C Reporf: 1 C7~enf' ProjectDescripfion: Mr. Kevin Manley Excavation Observations and Compaction Tesfing Services Manley Brothers Construction Proposed House - Lot 15, Block 1-1Vature's Edge 2113 Cliff Drive 707 Rosa Court Eagan, MN 55123 Eagan, Minnesota _ ~ - Maz. Lab Inptace Specified Soil Optimum Dry Density* Inplace Dry Relative 1Vlinimum ID and Moisfure* (Sfd.Proc.) Moistnre Density, Compaction Compact Test Date Type , Classificafion (pcfj (pc~ (°/a) Comments 1 1/29/03 N P-L• SP 11.5 119.7 6 116 97 95 A 2 1/29/03 N P-1: SP 11.5 119.7 8 119 99 95 A 3 1/29/03 N P-1: SP. 11.5 119.7 7 120 100 95 A J , Key: N= Nuclear, ASTM D 2922 A= Test results comply with specifications. SC= Sand Cone; ASTM D 1556 S= Test results do not comply with specifications. F O.M. and M.L.D.D. rounded to neazest 0.1 C= Test results meet zero air voids criteria. Test - - Test Location - ~ Elevafion 1 Lot I5, Block 1, NW pad corner 924 2 Lot 15, Block 1, NW pad corner 9~6 3 Lot 15, Block 1,1VW pad comer _ 928 Elevation Reference: c: Mr. Curt Stocker; Stocker Excavafing, Ina Building Inspection Dept.; City. of Eagan Braun Intertec Corporation fr" a-=~P--~ ~ Da~id T. Youngstro ~ Senior Engineering sis ~ ~ a3oi~o~~~s-i ~ ~ Providing eno ~neering and environmen[¢1 solutions since 19~7 ~ MOISTURE-DENSITY RELATIONS OF SOILS 123 I I I I I 121 I I I I I ~ I I ~ 119 ~ ~ ~ ~ ~ U I ~ .N C d U I a ? I 117 I I 1'15 I I I ZAV for I Sp.G. _ 113 2.65 6 8 10 12 14 16 18 Water content, % Test specification: ASTM D 698-91 Procedure B Standard Elevl Classification Nat %a Depth USCS AASHTO Moist. Sp.G. LL P~ 3/8 in. No.200 ~ - SP . . 2.65 ~ - TEST RESULTS MATERIAL DESCRIPTIDN M2ximum dry denslty = 119.7 pcf SP; Poorly Graded Sand, F-M Grain, Brown Optimum moisture = I 1.5 % Project No. BODX03017CCIient: Remarks: Project: Nahue's Edge - Specific Crravity Assumed - Lot 15, Block 1 Locafion: Lot 15, Block 1 MOISTURE-DENSITY RELATIONS OF SOILS BRAUN 1NTERTEC F~9u~e P_, l-~ 15 +~.3 l o ck 1 ~ q ~}e,~--w,~-es ~ ~~ESID~NTIAL~ a~- S`7~~ (~5`{-*~.3~ ~ ~ ~ - ~s ~ ~ o . ~ BUILDING PERMIT APPLtCATION ' CITY OF EAGAN Q(~ fo g'S Q O. S~ 3830 PILOT KNOB RD, EAGAN MN 55'122 659•681•4675 ~ ~al ~ ~ v- ~ New ConsiruMion Reauiremenfs RemodellReoair Reauire ents ~ ~ 3 ~ ~ c~s~~_~ . 3 registered site surveys showing sq. ft. of lot, sq. ft o~ house; and all mofed areas . 2 copies of plan I'~~~ (20 % maximum lot wveraqe allowed) . 7 set of Energy Calculations for heated additrons • 2 copies of plan showing beam & window sizes; poured found desgn, etc.) . 1 site survey for exterior addifions & decks . 1 sef of Energy Calculations . Indicate if home served by septic system kr additions • 3 copies o( Tree Preservation Plan d bt platted after 711193 . Rim Joist ~etail Options selection sheet (bldgs wBh 3 orless units) DATE ~~.CYYIrY°_~ r~[~~~ VALUATION~ ~J~J`~ ~a~ SITE ADDRESS ~I Q~ v~ ~ MULTI-FAMILY BLDG Y~ N TYPE OF WORK ~I~l~ C Ct~l,`~~LIC"I~l O~1 FIREPIACE(S) _ 0 K 1_ 2 APPLICANT MQ (l I~~ d 1(~~~C-'r5 CC(lS-IY~IJI.C ~ Cn STREET ADDRESS ~ I I~ Cl l~ 4.J'~ ~ CITY~STATEPY~~IP~ TELEPHONE ~'l ~ CELL PHONE # O ` ~ `rJ~ I FAX # ~--ES~-I- ~I I PROPERTYOWNER IV~JItJ TELEPHONE# LOIa'a~"~~22 COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RliLFS 7670 CATEGORY 1 MINtiGSOTA RULES 7G7~ su6mission type) . Residential Ventilation Category 1 Worksheet Submitted • New Energy Code Worksheet Submitted ~ • Energy Envelope Calculations Submitted Plumbing Contraetor. S~C' ~~E~ r ~-UM~~f`~1 _ Phone # ~~~~~~~D~~ Plumbing syslem includes: _ Water Softener _ L.awn Sprinkler Fee: $90.00 Water Heater No. oFR.I. Baths No. of Baths I.._oFG~.E-~ E-~_~- !1" . Mechanical Contractor. ~ ; ~ " e # - 4~~ ~ Mechauical system includes: Air Condiboning r~ ~ ~ Fee: ~670.00 Heat Recovery Sys m~ ~ ~ i,~ e ~ r~~ Sewer/Water Contractor. 1 Phone~ ~ Jc7' ~ ° - - - . . I hereby acknowledge that I have read this application, state that the informatio is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan pOrdinances. S(gnatureofApplicanf 1`-~~.~~~1 ~K 1~~~ OF'FICE USE ONLY Certificates of Survey Received Tree Preservation Plan Received _ Not Required ~ ~ ~ Updated 4/02 OFFICE USE ONLY ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ~02 SF Dwelling ? 08 O6-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 ~eck ? 23 Porch (screened) ? 36 Multi ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Pibg_Y or_ N ? 25 Miscellaneous ~ 31 New ? 35 int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (FOUndation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (81dg)` ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg onl~ - Give PCA handout to applicant Valuation ~~_o(~~O Occupancy MC/ES System Census Code Zoning City Water SAC Units Stories ~ Booster Pump Nbr. of Units Sq. Ft. k~~!~- PRV Nbr. of Bldgs ~ Length ~ Fire Sprinktered Type of Canst _~L? Width ~ REQUIRED INSPECTIONS Footings (new bldg) ~i FinaUC.O. _ Footings(deck) FinaUNo C.O. Footings (addition) _ Plumbing Foundation _ HVAC Drain Tile Other Roof _ Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final ~ Framing _ Siding Stucco S[one ~ Fireplace Y R.I. ~ Au Test Final - Windows (new/replacement) Insulation ~ Retauung Watl Approved By i Z , Building Inspector ------I Base Fee Surcharge r ~a~ 3, 3 6 0 Plan Review ~ ~ ~3~ ~JS 9 MC/ES SAC ~,~ySA~ ~~~a-.~ 1~~ 3 Xs y~~, ~vz Water Supply 8 Storage ~ ~ (y~ ~ ~ J ~ D ~i t~~ ~ S&W Permit & Surcharge ~l Treatment Plant Plumbing Permit ~ ~ v / ~ ? ~ ~ ~ Mechanical Permit ^ ~ L~ (~ta~,~ X ~ License Search Q Copies ~ 3 a~ 3C7 = /~!7 ~l O Other n(~,~'~ 1j Total Y V ' " ~ ~ v T 2~3is~~3 LOT SURVEY CHECKLIST FOR RESIDENTIAL ~ BUILDING PERMIT APPLICATION PROPERTY LEGAL: 1' ~S G Gt U~ C= Gt DATE OF SURVEY: LATEST REVISION: / 2 -G ~ O m ~ c m t U ~ O'z Q DOCUMENTSTANDARDS ? • Registered Land Surveyor signature and company G}' ? ? • Building PertnitApplicant [3~ ? ? • Legal description ra~ ? ? • Address ? ? • North arrow and scale • House type (rambler, walkout, split w/o, split entry, lookout, etc.) • Directional drainage arrows with slopelgradient % ? . Proposedlexisting sewer and water services & invert elevation ? ? • Street name gi ? ? • Driveway q/ ? ? • Lot Square Footage C~ ? ? • Lot Coverage ELEVATIONS Existina ? • Sewer service (or Proposed) p/ ? ? • Property corners Gl~ • Top of curb at the driveway and property line extensions ? p~ ? • Elevations of any existing adjacent homes GY • Adequate footing depth of structures due to adjacent utility trenches [a~ ? ? • Waterways (pond, stream, etc.) Prooosed ~ ? ? • Garage floor ? • Basementfloor Ce~ ? ? . Lowest exposed elevaGon (walkouVwindow) ~3' ? ? • Property corners ? • Front and rear of home at the foundation PONDING AREA (if applicablel ~ ? ? • Easement line 6I? ? • NWL 6~? ? • HWL G? ? • Pond # designation ? ? • Emergency Overflow Elevation ? ? . Pond/Wetland bufferdelineation DIMENSIONS p~~ ? • Lot Iines/Bearings 8 dimensions • RighFof-way and street width (to hack of curb) p~ . Proposed home dimensions inGuding any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) C? ? CI • Show all easements of record and any City utilities within those easements f?~?/ . Setbacks of proposed structure and sideyard setback of adjacent existing struclures L' • Retaining wall requirements,'rf any Reviewed: f ~ - Name Date G:/FORMSlBuilding Permit Application Permit Number MECcheck Compliance Report cnecked By~ace 2000 IECC MECcheck Software Vasion 3.3 Release ]c Data filename: C:IENERGY CALCS\Sunberg.cck TITLE: Sunberg Residence CITY: Minneapolis STATE: Minnesota HDD: 7981 CONSTRUCTION TYPE: Single Family DATE: 12l04/02 DATE OF PLANS: 11-16-99 PROJECT INFORMATION: 701 Rosa Ct, Eagan Lot 15, Block 1, Nature's Edge COMPANY INFORMATION: Manley Brothers Construction COMPLTANCE: Passes Maximum UA = 654 Your Home = 645 1.4% Better Than Code Gross Glazing Area or CaviTy Cont. or poor Perimeter R-Value R-Value U-Facto~ UA Ceiling 1: Flat Ceiling or Scissor Truss 2321 44.0 0.0 63 Basement Walkout: Wood Frame, 16" o.c. 680 19.0 2.0 31 Window 1: Wood Frame, Doubte Pane with Iaw-E 142 0.330 47 Foundation Walls: Solid Concrete or Masonry: Interior Insulation 879 ll.0 0.0 81 I,ookout Concrete: Solid Concrete or Masonry: Interior Insulation 51 I 1.0 0.0 5 Lookout Wood: Wood Frame, 16" o.c. 80 19.0 0.0 5 Main Level: Wood Frame, 16" o.c. 1851 19.0 2.0 81 Door I: Glass 205 0330 68 Window 2: Wood Frame, Double Pane with Low-E 203 0330 67 Door 2: Solid 18 0.350 6 Upper Level: Wood Frame, 16" o.c. 1800 19.0 2.0 85 Window 3; Wood Frame, Double Pane with Low-E 306 0.330 10] Cant: All-Wood JoisUTruss, Over Outside Air 82 38.0 0.0 2 ~ Over Garage: Atl-Wood JoisdTruss, Over O~tside Air 108 38.0 0.0 3 COMPLIANCE STATEMENT: The proposed building design described here is wnsistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in MECcheck Version 33 Release 1 c and to comply with the mandatory requuements i~sted in the MECcheck Inspec[ion Checklist. Builde~/Designer ~f ~~1~.I7/ri' ~~I //il J Date ~ / ~ ~ MECcheck Inspection Checklist 2000 IECC MECcheck Software Version 33 Release lc DATE: 12/04/02 TiTLE: Suoberg Residence Bldg. ~ Dept. ~ Use ~ I ~ ceilings: ~ 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-44.0 cavity insulation ~ Comments: ~ ~ Above-Grade Walls: ~ 1. Basement Walkout Wood Frame, 16" o.c., R-19.0 caviry + R-2.0 continuous insulation ~ Comments: ~ 2. Foundation Walls: So1id Concrete or Masonry: Interior Insulation, ~ R 11.0 cavity insulation ~ Comments: ~ 3. Lookout Concrete: Solid Concrete or Masonry: Interior Insulation, ~ R-11.0 caviry insulation ~ Comments: ~ 4. Lookout Wood: Wood Frame, 16" o.c., R-19.0 caviry insulation ~ Camments: ~ 5. Main Level: Wood Frame, 16" o.c., R-19.0 cavity + K-2.0 continuous insulation ~ Comments: ~ 6. Uppa Level: Wood Frame, 16" o.c., R-19.0 cavity+ R-2.0 continuous insulation ~ Comments: ~ ~ Windows: ~ 1. Window 1: Wood Frame, Double Pane with Low-E, U-factor: 0.330 ~ For windows without labeled U-factors, describe features: ~ # Panes_ Frame Type Thermal Break? Yes No ~ Comments: ~ 2. Window 2: Wood Frame, Double Pane with L,ow-E, U-fictor: 0330 ~ For windows without labeled U-factors, describe features: ~ # Panes_ Frame Type Thermal Break? Yes No ~ Comments: ~ 3. Window 3: Wood Frame, Doubie Pane with Low-E, U-factor: 0330 For windows without labeled U-factors, describe features: ~ N Panes Frame Type Thermal Break? Yes No ~ Comments: I ~ Doors: ~ 1. Door 1: Glass, U-factor: 0330 ~ # Panes_ Frame Type Thermal Break? Yes No ~ Comments: ~ 2. Door 2: Solid, U-factor: 0.350 ~ Comments: ~ ~ Floors: ~ ~ 1. Cant: All-Wood JoistlTruss, Over Outside Air, R-38.0 cavity insulation ~ Comments: ~ 2. Over Garage: All-Woad JoisUTruss, Over Outside Air, R38.0 cavity insulation ~ Comments: ~ ~ Air Leakage: ~ Joints, penetrations, and all other such openings in the building envelope ffiat are sources of air ~ leakage must be sealed. ~ Recessed lights must be 1) Type IC rated, or 2) ins[alled inside an appropriate air-tight assembly ~ with a 0.5" cleazance from wmbustible materials. If non-IC rated, the Sxtuce must be installed with a ~ 3" clearance from insulation. ~ ~ Vapor Retarder: ~ Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floars. I ~ Materials identification: ~ Materials and equipment must be installed in accordance with the manufacturer's installation ins[ructions. ~ Materials and equipment must be identified so that compliance can be determined. ~ Manufacturer manuals for all ins[alled heating and cooling equipment and service water heating ~ equipment must be provided. ~ Insulation R-values and glazing U-factors must be clearly mazked on the building plans or specifications. ~ ~ Duct Insulation: ~ Ducts in imcondi6oned spaces must be insulated to R-5. ~ Ducts outside the building must be insulated to R-8.0. ~ ~ Dact Construction: ~ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics ~(adhesives), mastiaplus-embedded-6bric, or bpes. Duct tape is not permitted. ~ Esception: Contirmously welded and locking-type longitudinal joints and seams on ducts ~ operating at less than 2 in. w.g. (500 Pa). ~ Ducts shall be supported every 10 feet or in accordance with the manufacturer's insWctions. ~ Cooling ducts with eacterior insulatian must be covered with a vapar retarder. ~ Air filters are required in the return air system. ~ The HVAC system must provide a means for balancing air and water systems. I ~ Temperature Controls: ~ Thermostats are required for each separate HVAC system. A manual or automaric means to I partially restrict or shut offthe heating and/or cooliog input to each zone or floor shall be provided. ~ • ~ ServiceWaterHeating: ~ Water heaters with ver[ical pipe risers must have a heat trap on both the inlet and outlet unless the ~ water heater has an integral heat trap or is part of a circulating sys[em. ~ Insulate circulating hot water pipes to the levels in Table 1. ~ ~ Circulating Hot Water Systems: ~ Insulate circulating hot water pipes to the levels in Table 1. I I Swiroming Paols: ~ All heated swimming pools must have an onloff heater switch and require a cover unless over 20% ~ ofthe heating energy is from non-depletable sowces. Pool pumps require a time clock. ~ ~ Heating and Cooling Piping Insulation: ~ HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the ~ levels in Table 2. ~ Table 1: Minimrem Insulatinn Thickness far CirculaHng Hot Water Pipes Insulation Thickness in Inches bv Pioe Sizes Heated Water Non-Circulatine Runouts C'vculatina Mains and Runouts Temperature ( Fl Un to 1„ Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum /nsulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ran e F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low PressurelTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 D.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 IA 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) ~ * Mendota H~eghts,DMN 55120 ~ * PIONEER • Q„„~ (461) 681-1914 FAX:a81-9188 ~ ti * eng neer ng ~"m "^^°0~~ 625 Highwoy 70 N.E. i; ~ t r~ l~1 ~ . Blaine, MN 55434 V `i ~ 1 : ~c ~F * (7E3) 783-1l~0 FA1@7t3--18C3 \ ~ ~ _ _ p,/ Certificate of Survey for: MANELY BROTHERS CONST. ' _~~~"~~6 ~ ' ~707 ROSA COURT EAGAN, MINNESOTA - ~ ~.t' ~~`i~ h _....c r..a: ~ ~1 iii,!,':~.~i.V . LOT AREA = 48,548 sq. ft. T ` HOUSE AREA = 1,706 sq. ft. 3 927.6 ~ GARA6E AREA = 1.078 sq. ft. I I ZO~ •Z' PORCH/ PAT10 = 320 sq. ft. ~ ~ A t~ DRIVEWAY AREA = 1,799 sq~ ft. ~ 583~4 36 W ~ a a.s IMPERVIOUS COVERAGE =10.0% I s~9 i Y A-cZ.~n) 827.6 926.5 SAN. SERVICE INVER7 ELEV.=928.0 1 gp~ _ HOUSE TYPE=WALKOUT t ~~y~ 9Z6 g _ / ~y 928.5 ? ~ 1 926.4~ ~ _ NA BENCH MARK % 9Z65 ; .6' TNH LOTS 14 & 15, BLK 1 sy5.s ~ ELEV.=941.0 ~J ~ EDGE OF WATER o I ( 11-25-02 30 FT. WETLAND ~ ~s`~~~ ~ 7fa n ~ ~ ~ SETBACK o ~ L ~ ~ ~ 1-~ G V"~~ 11 I I ~ 1 i~` ~ i \ 930.8 y' , OPN OF SP KE ~ ~o I o 1~1 ' EDG PER PW~EA AND------- _ • i ,y~~17 ~ ' ELEV.=931.67 OII' II I~ a~~ 31.7 n ~930.8 ~ ~ . ~ ~ ~O ~1 ~ PROPOSED `HOUSE E N ~q ~ II 15 1 ~u~ NI \ ~ ~ LOWEST FLOOR ELEVATION~ ~+¢~a3Z~~~^MQ) POND 929.X ~•Bi^ S.OD 95~7 1 S•S ~ TOP OF BLOCK ELEVATION: t~ I II 9Z65 ~ ~35N`O 3~ 0,98\M ~ GARAGE SLAB ELEVATION: ( II ~ O~I~,~n ~W ~4.pp^ ^ \ S~ LP-25 NWL=924.7 ~ ~ o oy .M ~ o x ooo.ao OENOTES E7QSiING ELEVATION HVJL_927 p . ~ 5.SO ao\ n i~ ~ ~ /y~~ ( 000.00 ) DENOTES PROPOSED EIEVATION N I II ~a . / 2.J3~ \ \.p ~2 Q.OO1~ a ~ ~ '~'~"1~2~ . DENOTES DRAINqGE AND UTUTY EASEMENT a _ti~}p / ~ a \ fo p Q~ i~n"v a DEN07E5 DRAINAGE FLOW ~IRECTON ~ ~ ~f" Y~~" j 2• ~ Z.OD^ ~ DEN07E5 SPIKE j(~ 7.8 92 ~ Q~~~~ ~ ~ ~ / o ~ $ DENOTES OFF5E7 HUB N 6 5 ~ Cl V ~ 930 2 ~ O .4 ~ 958. 941.0 ~ O 1 t_---'BRIDGE t3 / X' ~ 70.D0 h j p~ ~•4~3 ~ NOTE: PROPOSm GRPDES SHONN PER GRADING PLAN BY: PIONEER~ O / 9 1.B~Y W Z.OO~ I WQ O ~ NOTE: BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL AND YERTICAL LOCAl10N Z 26.5 ^ _`r / i W ~ ¢ \M n~ ~ 9364 OF STRUCTURES ONLY. SEE ARCHITEC7UAL PLANS FOR BUIIDING AND 7. gp7,6 / ^ / ~O ~ ~ ~ nj j 4 FDUNDATION DIMENSIONS. yry n C~\?.OO ~ NOTE NO SPEqFlC SOILS INVE571GATION HAS BEEN COA/PLE7ED ON 1Hi5 LOT BY 7HE ~ ~ ~ / ~ N\ M ~ a~ ~O 939 O Q SURVEYOR. 7HE SUITA8IUTY OF SOILS TO SUPPORT 7FIE SPECIFlC HOUSE ~ \ ~ O PROPOSm IS NOT 7HE RESPONSIBIUtt OF THE SURVEYOR. II II ~ / aa.a30.33 M ~ ~B2 ~O ~ NOTE THIS CERTFlCATE DOES N0T PURPORT TO SHOW EASEAIEN7S O7HER 7MAN II II ~ L~ ~L 40.3 ' ~/~O' ROSA TFi05E SHOwN ON THE RECIXiDED PLAT. y265 / N~~N (r G~ COURT NOIE CON1RqC70R MUST VERIFY DRIVEWpY DESIGN. IY' 38.6'J~/~ 9 ~p 937.6 NOTE: BEARINGS SNONN ARE BASED ON AN ASSUMED DANM I1 16t 44 829 9292 /Q3i 0 18 .55 A~~~ b'~ 9 .6 926 . t M ~ ~92.07 , ~ ~ ~n.~ I N88'2514 E WE HEREBY CERTIFY TO MANELY BROTHERS CONST. THAT 7HI5 IS A TRU AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: / ~ s) L? \ LOT 15, BLOCK 1, NATURES EDGE ~ II 'T, ^T gz6.5 . UV I ~_v I r-~ ~ BENCH MARK / TOP OF SPIKE DAKOTA COUNTY, MINNESOTA ELEV.=938.33 IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVIStON THIS 10 DAY OF SEPTEMBER, 2002. REVISED 9-18-02 ROTATE HSE ~ SI NED: PIONEER E INE RING, P.A. SCALE : 1 INCH = 30 FEET REVISED tt-22-02 MOVED HSE. 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A ~e' '~i",n;uex 1'' ~ yx >u fZ ~r~ e! c~ ~rY]~4~N~5 ~`n~.~ a'~"~.Ni> >~x:~Y x " 1 ~,i 1 : r~ i kt y r y~~~~ `+f u S.~ ~Cy' W$x C' e , K C~ t ( t~,~ ~~l 51 :t "~e A! 4I kII y I~Y Rl. Y7' S fi t 'Y YAY. F'N ~ A I y y t Y y~ +5uf,hva s Yy~~p,,`t~d v'} 4fir A.:, M' ~~>~'_h".~ ~~~rdsG h m 3Ps 9tr ~+Ta,h`~YZ N~ F~.°'~~`i~~~~t .,•~.N~'4 t~r~ s a x 5. i ~=~IS,.~~~ ~.,n-,rXu. ~d.~ ~5.c~......~1.:~.kx t>~~,.,iS.~:~i3.~2..au...A...Z.~~v -+l+.a~~;r~~..ti' _°v.~...- Address: 707 Rosa Ct Zip: 55123 Lot: 15 Block: 1 5u6division: Natures Edge 'CHE ~OLLOWING ITEMS WERE/N'ERE NOT COMPLF.TE AT FINAL INSPECTION ON ~-~-O ~ Yes No Comments Final grade - 6" from siding Permanent ste s - garage Pennanent steps - main entry Pernianent driveway Permanent gas Sod/Seeded lawn Trail/curb damage Porch Lower level finish Deck Fireplace j . Verify with your builder that roof test caps from the plumbing system have been removed. . Tw n oft'water supply to the outside lawn faucets before freeze potential exists. . Call the City's Engineering Department at 651-681-4645 prior to working in righriof-way or installing irriaation system. r ~ j 6UILDINGMSYECTOR . ~ _ cd/bidginsplfortnsY2002/final inspection checktist , ~ - ~~~~-o ~ 3 j~ Z 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. Date I 1 Site Street Address B Unit # Property Owner ~%6' ~ re~epnone #{r/~~- ~g3 1/, ~ D Contractor ~D .~El ~ y,~l~ Tfele~p~hone # ~f~~- - Address /~i~,~ r~ (f C~~.~J City ~ A~/2/(1cS /J/LLE' State f1 Zip l~,~ The Applicant is: _ Owner ~Contractor _Other Alterations to existing dweiling $ 50.D0 _Add fixtures to rooms, excluding water softener and water heater _Septic System Abandonment _Water Turnaround (add $121.00 if a 5!8" meter is required) Other: ~ Water Softener _ Water Heater S 15.00 ~ replacement _ additional Lawn Irrigation System RPZ_ new _ repair _re6uild $ 30.00 State Surcharge $ 50 Total ~ I hereby apply for a Residential Plumbing Permit and acknowledge that the information is camplete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this 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 approved pian in the ev nt a plan is required to be reviewed and approved. App icanYs Prin ed Name IicanYs Sig ure Use BLUE or BLACK Ink r----------------� I For Office Use � � y� � � Permit#: � � " j Clty of �a�a� � � F : �� r � Permit ee 3830 Pilot Knob Road � � Eagan MN 55122 � Date Received: � Phone: (651)675-5675 I I Fax: (651)675-5694 � Staff: I I I 2014 RESIDENTIAL BUILDING PERMIT APPLICATION Date: � ( Site Address: �� SA L�I` Unit#: I" � ; Name: c1��}�"S �`Jl�1b��R'G► Phone: tdJl^��C�'^C�7(�� R�sident/ � � C?1Nn�r Address/City/Zip: ��C '' Applicant is: Owner Contractor Y�i��,��r� � Description of work: V��'� � ;` n1 :'; �,�!, ' Construction Cost: �`a (�� Multi-Family Building: (Yes /No ��, � „ � '� �� Company: ��u1'd�.f �LC'�'�� Contact: c�� ,��;, c C�ontractor �� Address: �1 � � C�1�^�'K-(� c� City: ___�J�-�2 �z- L� : State: m� Zip: �1� Phone: �5�-�(� Email: 1�4�w ,��. ' License#: �� 0�� Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) � -?� Co�a� 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: � 11�C�TE:PJans��and�r��pr�rt�n��locumer�#�fhat yau s;uibm�t�re.,�vrrsidered.#��b�Rubli��rifi�rmr�#ian, Portirans vf the rnfqrrria�iar�i��nay be�°�l�s��fred�as°'ndra�p�b�i�:�f you�ro�fa►�spe��fic re�scrrrs,tha#:woufa►.��rmif the City fv ��',��'� �� cA��lr�z�e t„ t�#he." ar�#rade�se�refs. ��; 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.aopherstateonecall.ora 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 tate Building Code must be completed within 180 days of permit issuance. xs �� L—�C �8�� x �_ ApplicanYs Printed Name Ap ican ' Signa re Page 1 of 3 PERMIT City of Eagan Permit Type:Building Permit Number:EA131168 Date Issued:06/05/2015 Permit Category:ePermit Site Address: 707 Rosa Ct Lot:15 Block: 1 Addition: Natures Edge PID:10-49950-01-150 Use: Description: Sub Type:Siding Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please leave printed pictures of house wrap on site for the final inspection. 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. Valuation: 4,000.00 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 - John Sundberg 707 Rosa Ct Eagan MN 55123 (651) 247-6766 Northwoods Exteriors LLC 1719 Fair Oaks Dr White Bear Lake MN 55110 (763) 424-5936 Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACK Ink r————————————————^ I For Office Use � • � Pe�it#: d��J? 5'�-/�S i City of �� ; � Permit Fee: t.� � 3830 Pilot Knob Road I Eagan MN 55122 I ,�_ I Phone: (651)675-5675 I Date Received: �� Fax: (651)675-5694 j I , Staff: � � � /n�� -----------------� 2015 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING RESIDENTIAL PROPERTY � � �� Ry.�_ c � �r��:��,.�,. ', Address: �t`�� : , x�-., .� �� `ff � � �� Pi�� P��r�a; Property Owner: �� , _ � �� ._. /�..--1 i ��W�8�'Iitm]f� � � Phone: `�`�d� �� `"l�� Contact Name: �� '� ��, '� � � � �� ` ' '� � ��R�� m Y � ��. � � Plumber: �tJ-2 � ��C� r� �f�� '�� "��i�i ��c�� °� �� I� ��'i�2�t -; ��'� ..r� �� f,ti�i�� iH ��I��II�N�4�tl� a uibuu�,�� ,a� �� : r .�zn��. u 7i�i.��t'�iN�k�;'d�liru__ �'�!��"'�n�'��7ri�u a��i i�y�i��a u, v��.� _�� i��l��(i ._ �? . �'.._. ��.,,. .�� i � � � ��tl� ��'� _ �l��h. � Sewer Service Water Service � Sewer lateral charge Water lateral charge /��/JC c Y'� Sewer trunk Water trunk � �� City SAC @$100/unit Water Sampling Fee MCES SAC @$2,485/unit Water supply storage Receipt#: , Date: Receipt#: , Date: Permit Fee $60.00 Treatment Plant @$843.50/unit State Surcharge $5.00 Permit Fee $60.00 TOTAL: State Surcharge $5.00 "Plumbing Permit Required-water meter to be acquired with building permit TOTAL: , ` = , � a %'�n�i�'��!is, ��(i ��. . �, s�� .-_ �- d � . a� "�'" w� if i"� �,it r�i'., Sewer Service Water Service Sewer laterai charge Water lateral charge Sewer trunk Water trunk Water Sampling Fee City SAC MCES SAC Receipt# , Date Water supply&storage Receipt# , Date Treatment plant Permit Fee $120.00 State Surcharge $5.00 "`P/umbing Permit Required—water meter to be acquired with building permit TOTAL: Number of SAC units is determined by the Metropolitan Council Environmental Services(651) 602-1000. 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 : City of Eagan Finance Department PERMIT City of Eagan Permit Type:Building Permit Number:EA140669 Date Issued:01/12/2017 Permit Category:ePermit Site Address: 707 Rosa Ct Lot:15 Block: 1 Addition: Natures Edge PID:10-49950-01-150 Use: Description: Sub Type:Fireplace Work Type:Free-standing Stove (new) Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 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 - John Sundberg 707 Rosa Ct Eagan MN 55123 Fireside Hearth & Home 2700 Fairview Ave N Roseville MN 55113 (952) 985-6675 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA144464 Date Issued:07/27/2017 Permit Category:ePermit Site Address: 707 Rosa Ct Lot:15 Block: 1 Addition: Natures Edge PID:10-49950-01-150 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 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 - John Sundberg 707 Rosa Ct Eagan MN 55123 (651) 387-7336 Champion Plumbing 3670 Dodd Rd., #100 Eagan MN 55123 (651) 365-1340 Applicant/Permitee: Signature Issued By: Signature For Office Use l ,.:% n a✓dam, RECEIVED Permit#: // -30 ��• Permit Fee: (e n -r _ MAR 182019 / g Date Received: J/r��l 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: / buildinginspectionsCfcityofeacian.com ' __, 2019 RESIDENTIAL PLUMB G PERMIT APPLICATION Date:✓ 3-`11 [pito Address: Tenant: J C.hI c' I •• • Suite#: _ N _Resi,. •/Owner] Name: -3 1 ' • .'111.0._,41&_.41 Phone— a I— I L (e7 , ,„t,`t,�,„`;��r Address/City/Zip: .1111 , ! Iii 'l 'I Name: MILBERT COMPANY dba CULLIGAN WATER License#: WC641376 Contractor , Address: 1801 50TH STREET EAST City; INVER GROVE HEIGHTS State: MN Zip: 55077 Phone: 651-451-2241 Contact: BILL MILBERT Email: gloria.abas@culligan4water.com New Replacement Repair Rebuild Modify Space Work in R.O.W. Type of Work — — — Description of work: Water Heater Lawn Irrigation(—RPZ/—PVB) y Water Softener Add Plumbing Fixtures( Main/_Lower Level) Description Septic System Description: New - Abandonment —"" Connection to City Water from Well _ __ _ _ ._ _. .,._ _.... ._.,. RESIDENTIAL FEES �` $60.00 Water Heater,Water Softener, or Water Heater and Softener(includes State Surcharge) $60.00 Lawn Irrigation(includes State Surcharge) $60.00 New fixtures, adding or removing piping(includes State Surcharge) $60.00 Septic System Abandonment $100.00 New Residential (fee collected with Building Permit) $115.00 New Septic System (includes County fee and State Surcharge) $60.00 Connecting to City Water from Well' +$290 for Meter and $190 for Radio Read = $540 *Sewer&Water Permit also required for connection charges 60.00 TOTAL FEES$ • CALL BEFORE YOU DIG. Call Gopher State Ono Call at(661)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecali.orq • You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on tho City's website at www.cityofeagan.com/subscribe. 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 acc rdance_ the�approved �u►i}@11'n In.! case of w k which requires a.review and appro al of plans. \ X (,t ;�/prfo) , `t� 'el x 1 /� Applicant's Printed Name Applicant's Signature Page 1 Of-2