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TEL ST. PAUL OL=Wew 4.259 COMSTOCK & DAVIS, INC. r CONSULTING ENGINEERS R.F.D. 4s .. , 9r j' Rosemount Minnesota August 11, 1959 Honorable Mayor and City Council City of Fridley Fridley, Minnesota Res Plat Checking— Acres * hecking—Acres, Incorporated Plat of Innsbruck by Rodney Billman Gentlemens We hereby respectfully submit this report of our investigation of the above noted proposed plat. Street Grades and Lam Although there are four instances of 8°o grade, generally the percent grades and vertical curves are satisfactory. The plat has been revised from that originally proposed to conform with the desires of Columbia Heights and Fridley officials in respect to connecting streets and to allow better utility arrangement along the common boundary. Sanitary Sewer The 8" sanitary sewer connection can be made to the ex- fisting line located southeast of Lincoln Street. A lift station will be necessary to provide service for 27 lots located in the eastern portion of the Fridley section of the plat.. Specifically, these are Lots 1 y 18, inclusive, Block 1; Lots 3 inclusive, Block 2; and Lots 1 - 34 inclusive, Block 12. It will be necessary for the Owner to dedicate an easement in Lot 10, Block 6, to allow construction of the sanitary sewer line con- nection. Storm Sewer and Drainage Additional easements are necessary for storm sewer con- duit and drainage ditch construction as follows: Lots 9 and 10, Block 1 Lot 1, Block 11 Lots 400 56 and 57, Block 1, to TH #100 right-of-way A conference should be arranged with New Brighton officials concerning the drainage into Outlot 1, Block le The final disy position of storm water will be one of the conclusions of the I I J W':" �, yt ✓ t F z y.. h Ft �', d f 4 } T rr a - t g Z . + yr �. " 7 , �: �? 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J ; ttK ,Y § r b 'it i!+3 ,� f {� , c +� ,'lq:� rf� r !t}t i" "� er ti.� tk $ a by It ai T v % d 5 s- P� '�, F� S P ...r 'S4. 0.- {{ r 7 4f r' d 3 $ fr t in 5 IZ,� Y S } ..'i7 i '� t t + $ t 1 t t v ,w _ - — — — " - r:. .. 3 . ,�. a ., t .,r,,. .,`'{ . s; , CORSTOCK & DAVIS, INC. Conwiting Engineers 1446 Coanty Road NJ" Mmespolls 21, Minnesota June 7* 1960 FRIDLEYs M=OTA Peter Lamm Const. Co. 615 Draft at. St. Paul 2, Minnesota Gentlement You a" he"by ordezmed# authorized and instructed to furnish and Install special ditch compaction for all sanitary semr sanitary sever service liras, water service lines and watermalm located at street intersections® all as located within the center 40 feet of the streets end rights-of-way within the above reforenced project. This spe*Ua compaction shall be done In layers of not to exceed 8 inches In depth and the entire 'vertical distance at the trench excavation within horizontal lIm1ts of the excavation shall be compacted to within 95% of Proctor denelty. Where required and as directed by the Engineer, select material- arall be and frog the job site In certain trenches requizIng stabIlizatIon of the original excavated material. The contract price shall be adjusted by adding $16*750.00 to the contract LMp am Price. Subadtted and approved by Comtock Davis, Inc.,, on this _Ztb fty of !two 1960. can"= -.0?ago-rTs Inc 0011 By E. V.-Coustockv P Be Approved this day Of 1960, by Pet;; Lootti Const. Co. U Peter Lenettl Const. CO. -au, T I t 1 6 Approved and accepted by the Clty.ConncU of the City of Fridley" Hinnesots'O this -7/-"-- day of VoIrly manager a& Y 0 VV MINNEAPOLIS OFFICE 1446 County Road '9'• Minneapolis 21, Minnesota TEL. SUmet 4 9346 COMSTOCK & DAVIS, INC. CONSULTING ENGINEERS August 29, 1960 Mr. Earl P. Wagner, City Manager City of Fridley 6431 University Avenue N. E. Minneapolis 21, Minnesota Dear Mr. Wagner: ST. PAUL OFFICE R.F.D. 2 Rosemount, Minnesota TEL. ST. PAUL OLenview 4-2557 This is to inform you that emergency Sanitary Sewer Service connections can be made on Matterhorn Drive, Innsbruck Addition. Very truly yours, COMSTOCK & DAVIS, INC. (g By fig -1 E. V. Comstock, P. E. EVC:cp CC: Mr. William Sandeen Plumbing Inspector City of Fridley City of Fridley, Minn. BUILDING PERMIT Date: 6 —41-6v Owner: 9YZBuilder Address (J Address N° 7070 LO TION 9f BUILDING No. � Street) o Id, of Lot Block_ Addition or Sub -Division Corner Lot —_ Inside Lot ._ A---- Setback __ Sideyarrjrd� Sewer Mevation Vim", Z/ L n Mevation ! -5' 7 7�p zi DESCRIPTION OF BUILDING o U Front Depth le Height j—,A___ Sq. Ft. Cu. Ft. Za2 10 Fro t Depth.09 Height Sq. Ft. Cu. Ft. Type of Construction Est.. � G'� To be Completed In consideration of the issuance to me of a permit to c the proposed ordwork in accordance with the description above inances of the city of Fridley. e building described above I agree to do and in compli�ae with add provisions of .C - In consideration of the payment of a fee of $i, I �.._�• , permit is hereby granted to to construct the building or addition as described above. This permit is granted upon the express condition that the person to whom it is granted and his agents, employees and workmen, in all wancesork of Fridley Minnesota around and� said location, construor ction, alteratiart on, maintenanshall conformce repair aall mend moving oof dings within the city limits and permit may be revoked at any time upon violation of any of the provisions of said ordinances. *,I A A In NOTICE: M pen * don not corer the conannedon, hutallation for wbtng, phmbinB, Bn heating, sower or water. Be core to see Ow Beildiag hn m for for upartle pwn*s for these Rema. ij APPLICATION -FOR BUILDING ;FFRM CITY OF FRIDLEY, MINNESOTA-,: .: • - . . -, x;:4._.0: __ _r: a 1 `.. 1 1 OWNER'S NAME 'i ADDRESS ADDRESS LOCATION OF; BUILDING No. Street. :Fart-lof .Lot -. •. c it Lot Block, a Addition .or Subdivision -z Corner Lot Inside Lot /Setback Side-Yarcl`� SEWER ELEVATION FOUNDATION ELEVATION Applicant =attach. to this form Two Certificates. of Survey.,of, Lot ,and •,proposed build-- ing•location..drawn.on these Certif*cates. DESCRIPTION OF BUILDING To be used as: Front. �. Depth Sq. Ft..l Ft: Front Depth Height Sq. Ft Cu i, Ft. type of ConsCructi,on _ Estimated -Cos To be Completed The undersigned hereby makes application for a.permit for the,••work herein specified, agreeing to do all work in strict accordance with the City of Fridley Ordinances and rulings of;the Department of.Buildings,,aad hereby declares that all -the facts and representations stated in this application armee, true and correct. -� (c SIGNATURE 7 _(Schedule of Fee Costs can be found on the Reverse Side). v MIDWAY 5-6446 TWIN CITY TESTING -Am-D ENGINEERING , LABORATORY, INC. ENGINEERS AND CHEMISTS i 2440 Franklin Avenue - St. Paul 14, Minn.4D 6 REPORT OF: Density Tests of Compacted Pill SEM LIM PROJECT: PRIDIZT, MINIMA DATE: Janie 23, 196(1-'`` REPORTED TO: Comstock & Davis, Inc. FURNISHED BY: Highway 218 Rosemount, Minnesota coPlEs To: LABORATORY No. 157175C/-,. /--' Sample Number: 1 2 3 4 Type Soil: Brown sandy clay Reddish brown Reddish brown Reddish brown loam with a i loamy medium loamy medium loamy madium little gravel sand with a sand with a sand with a little gravel little gravel little gravel Location: 142' North of 17' North of 26.5' North of 200' South of Manhole #23 Manhole #24 Manhole #24 Manhole #23 Position to Grade Line: At Grade 7' Below 8' Belay 4' Below Grade Grade Grade Method of Test: ASTM Designation: D 1556-58T Dry Density: Overall Basis #/cu.ft. 114 125 119 113 - #4 Basis #/cu.ft. 1.7.2 124 115 112 Proctor Density: #4 Basis #/cu.ft. 122.5 123.6 7.23.6 123.6 Relative Density. � Basis 92 100 93 91 1 Specified Density: Bas is ( y6 ) 95 95 95 95 Moisture Content: M 13.4 10.5 11.4 9.8 Plus #4 Material: M 5.6 4.7 10 2.6 Remarks: These tests were taken at the above locations on June 21, 1960. Good compaction has been obtained in area of test #2. Additional compaction is needed in areas of tests #1, 3, and 4. AA A MUTUAL PROTECTION TO CLIENT!, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AG THE CONFIDENTIAL PROPERTY OF CUENTB. AND AUTHOR- IZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORT@ IB RESERVED PENDING OUR WRITTEN APPROVAL Twin City Testing and Engineering Laboratory, Inc. MIDWAY 5-6446 TWIN CITY TESTING mD- ENGINEERING LABORATORY, INC. ENGINEERS AND CHEMISTS 4440 Franklin Avenue - St. Paul 14, Minn. : o REPORT OF: Density Te +,o at Camacted Fill SEWR PROJECT: PRIDIMY OTA DATE: jUne 23, 1960 RWORTED TO: Comstock & Davis, Inc. FURNISHED BY: Highway 218 Rosemount, 'M3IInesota COPIES TO: LABORATORY No. 157175 Sample Number: Tape Soil: Position to Grade Line: Method of Test: Dry ..Density: Overall Basis #/cu.ft. - 44 Basis #/cu. ft. Proctor Density: Basis #/cu.ft. Relative Density: Basis (1I) Specified cified De_ sity:M Basis Moisture Content: (%) 5 Reddish brown loamy medium ,sand, with a little gravel 150' South of Manhole #23 At Below Qrade ri Reddish brown loamy medium.sand with a little gravel 100' South of Manhole #23 31 Below Grade ASTM Designations D 1556-58T 114 130 112 126 123.6 123.6 91 P � 95 95 7.5 8.5 Flus #4 Material: M 5.2 11 Remarks: These tests were taken at the above locations on Fane 21, 1960. Good compaction has been obtained in the area of test #6. Additional compaction is needed in the area of test #5. AS A MUTUAL PROTECTION TO CLIENTS. THE PUSLIC AND OURSELVES. ALL EXPORTS ARL SUSMITTEO AS THE CONFIDENTIAL PROPERTT OF CLIENTS. AND AUTHOR- IZATION POR PUBLICATION OF STATSMRNTS. CONCLUSIONS OR EXTRACTS FROM OR REOARDING OUR REPORTS IS MAXIMO PENDING OUR WRITTEN APPROVAL Twin City Testing and Engineering Laboratory, Inc. m'Dwwr s-6446 TWIN CITY TESTING m ENGINEERING LABORATORY, INC. ENGINEERS AND CHEMISTS 4440 Franklin AvBnuo - St. Paul 14, Minn. 0. REPORT OF: Density Tests L Compacted Fill SEM LIM PROJECT: FMLEY, MINNESOTA DATE: June 29, 1960 REPORTED TO: Comstock. & Davis FURNISHED BY: 1.446 County Road J Minneapolis, Minnesota COPIES To: LIAB )RATORY No. 157328 f Semple Number: 7 - 8 9 10 Type Soil: grown Sandy Clay' Reddish brown Brown Sandy Clay Reddish brown Loam With a little loamy radium sand Loam with a little loarW medium 11 Gravel with a little rra- Gravel sand with a vel little gravel Location: \ 501 W. of Manhole, 155' W. of Manhole 1801 S of Manhole 271S. of Man - #14 #21 hole #21 Position to Grade Line: 4 ft. below 4 ft. below At Grade ft. below Test Method: ASTM Desipation: D 1556-58T Dry Density: Overall Basis #/cu.ft. 120- 109 119 113 - #4 Basis #/cu.ft. 119 107 118 110 Proctor Density: I; .Basis cu.ft.122.5 223.6 122.5 123.6 Relative Density: as s B W 97 87 96.5 89 - Specified Density: Basis (96) 95 95 95 95 Moisture Content: (g6) 13.3 10.4 12.0 7.1 Plus #4 Material: W 5 4 4 8 Remarks: These tests were taken& the above locations by Comstock & Davis on June 28, 1960. Compaction meets specifications in the areas of tests #7 & #9. Additional compaction is needed in areas of tests #8 & #10. AR A MUTUAL PROTECTION TO CLIENTS. THS PUSLIC AND OURSSLVSS. ALL RZPORTB ARM SUBMITTMO A. THM COMPIOMNWAL PROPXRTII O/ CLIMNTS. AND AUTHOR- IZATION POR PUBLICATION OF STATSMMNTB. CONCLUSIONS OR ZXTRACTS FROM OR RZOARDINO OUR IMPORTS IB RSSSRVZO PZNOIMO OUR WRITTRN APPROVAL Twin City Testing and Engineering Laboratory, Inc. �' ---� mlowAY 5.6446 TWIN CITY TESTING m ENGINEERING LABORATORY, INC. ENGINEERS AND CHEINISTS 4440 Franklin Avenue - St. Paul 14, Minn.4D : REPORT OF: Ffe1d Density Teets IMBROCK - SLAM IMS PROJECT: F=Xr. OTA DATE: July 6j, 1960 REPORTED TO: Comstock & Davie FURNISHED BY: 1446 County Road J COPIES ITo: Minneapolis, Minnesota LABORATORY No. 157328 Sample Number: Type Soil: Location: Position to Grade Line: Method of Tests Dry Denssiitt : Overall Basis #/cu.ft. - #4 Basis #/cu.ft. Proctor Densit . Basis #/cu. ft. Relative Densit : Basis (�,) S ecified Density: Basis M Moisture Content: (�,) Plus #4 Material: (�,) Remarks: 24 Reddish brown loamy medium sand with;'e4 little gravel 971 W. of Manhole #11 10 1 below A3'1'M Designations D 1556•-58T 12o.5 118 115• 106 120 117 112.5 103 123.6 12 2.5 122.5 123.6 97 95.5 92 84 95 95- 95 95 9.3 13.0 12'.11 10.5 3.6 5.0 8.9 6.7 These tests were taken at the above locations on July 1., 1960. Compaction is too low to meet specifications in the area of Test #1.3 and M. AS A MUTUAL PROTRCTION TO CYRMTS. TNR PURUC AND OURSELVES. ALL RWPOIRR ARSE SUBMITTED AS THE CONVIO[,N. AL PRO►IRTY OF CLIENTS. AND AYTNOR- I=ATION FOR PYBUGTION OF BTATRMElITS, CONCLUSIOMe OR ESTRACTE /ROM OR R<OARDINO OUR REPORTE IS REERRIMO PENDING OUR Wan?" APPROVAL Twin City Testing and Engineering Laboratory, Inc. By�1 ' L WEj{.`..� 11 12 13 Reddish brown` Brown sandy Br6lm sandy lorry medium clay loam clay loam sand with a with a little with a little little gravel gravel gravel 209+N. of 16,W.of 221W.of \ Xfthole #9. Manhole #14 Mkohole #13 121 below At grade 41 below 24 Reddish brown loamy medium sand with;'e4 little gravel 971 W. of Manhole #11 10 1 below A3'1'M Designations D 1556•-58T 12o.5 118 115• 106 120 117 112.5 103 123.6 12 2.5 122.5 123.6 97 95.5 92 84 95 95- 95 95 9.3 13.0 12'.11 10.5 3.6 5.0 8.9 6.7 These tests were taken at the above locations on July 1., 1960. Compaction is too low to meet specifications in the area of Test #1.3 and M. AS A MUTUAL PROTRCTION TO CYRMTS. TNR PURUC AND OURSELVES. ALL RWPOIRR ARSE SUBMITTED AS THE CONVIO[,N. AL PRO►IRTY OF CLIENTS. AND AYTNOR- I=ATION FOR PYBUGTION OF BTATRMElITS, CONCLUSIOMe OR ESTRACTE /ROM OR R<OARDINO OUR REPORTE IS REERRIMO PENDING OUR Wan?" APPROVAL Twin City Testing and Engineering Laboratory, Inc. By�1 ' L WEj{.`..� MIDWAY 5-e44e TWIN CITY TESTING m ENGINEERING LABORATORY, INC. ENGINEERS AND CNKMWM n 1440 Franklin Avows - 8L Paul 14, Minn. : REPORT OR: Donal& Tests of 222acted Fill 2, � G IANSBWCB — IMM z PROJECT: FRIDLEY, EDTA DATE: duly 119 1960 RIVORMD M Comstock & Davis FURNIGHED BY: 1446 County Road J COPIES TO: Minneapol.i.s, Minnesota LABORATORY No. 157328 Semple Numbert 9d 7] 17 18 Tom: Brown sandy clay Brown sandy clay Brown sandy clay Reddish brown 117 loam with a loam with a loam with a loalq medium 113 little gravel little gravel little gravel sand with a - #4 Basis #/cu.ft. 122.5 gravel Locationlittle t 21 Forth of 2001 West of 36, East of 81 South of Manhole #11 Manhole 01.1 Manhole #14 Manhole #22 Position to Cade Lines 81 below 21 Below At grade At grade Method of Tests Dry Densit ASTM Designation: D 1556-58T Overal Basis #/cu.ft. 106 107 117 129, - #4 Basis #/tuft. 105 104 113 126 Proctor Density: - #4 Basis #/cu.ft. 122.5 122.5 122.5 123.6 Relative Density: - Buie (96) 86 85 92 102 Specified Densit" - #4 Bass 95 95 95 95 Moisture Content: 15.1 13.3 16.3 9.9 Plus #4 Material: (') 2 6 9 11 Remarks: These tests were taken at the above locations on July 8, 1960. Compaction is too lour to meet specifications in the area of Tests 15, 16 and 17. AR A MUTUAL FROTECnON TO CLISMTS. THE PUSLIC ANO OURSELVtS, ALL MPORrS ARM SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHOR- IZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR RMSARDINO OUR REPORTS IS RESERVED PRNDINO OUR WRITTEN APPROVAL Twin Cit nd En ineerinq L boratory, Inc. MIDWAY 0-6440 TWIN CITY TESTING mo ENGINEERING LABORATORY, INC. ENGINEERS AND CHEMISTS 4440 Franklin Avenue - 8t. Pau) 14, Minn. REPORT OF: Density Tests of Compacted Fill SEWER LINES 2 PROJECT: FEME• MINNESOTA DATE: July 26, 1960 Rziftaw o To: Comstock & Davis FURNISHED MY: 1446 Bounty Road J Minneapolis, Minnesota coPlEs To: LABORATORY No. 15732$ Sample Number: Type oil: Location: Position to Grade Line: Method of Tests Dry Density: Overall Basis #/cu.ft. - #� Basis #/cu. ft. Proctor Density: - F Basis #/cu.ft. 19 Reddish brown sandy loam 181 N•. -of 'manhole number 2 18" below ASTM: D 1556-58T 136 133 134.5 +ksl Reddish brown sandy loam 121 S. of manhole number 3 18" below 139 135.5 134.5 21 Brown , sandy clay loam with a little gravel 351 W. of manhole number _11 at grade 116' 113 122.5 Relative Density: I Basis (A) 99 101 92.5 Specified Density: Basis 95 95 4 95 Moisture Content: 7.0 6.4 14.9 Plus ,#4 Material: (fir) 9.8 17.4 8.o Remarks. These tests were taken at the above locations on July 22, 1960. Additional compaction is needed in the area of test #21. Other test areas have satisfactory compaction. AS A MUTUAL PROMOTION TO LURK O. THE PUBLIC AND OUBEELTSS. ALL RSPONTS ARS SUBMITTED AS THE COMFIDSMTIAL PROPSRTT OF allCHM AND AUTHOR- ISATION PON PUBLICATION OF STATBMBWM- CONCLUSIONS OR SSTBAaTS FROM OR REMANDING OUR REPORTS IB RSSSBTSS PENDING OUB WWrMN APPIOTAL Twin City Testing and Engineorinp Laboratory, Inc. 11 MIDWAY 13-6446 TWIN CITY TESTING &LD ENGINEERING LABORATORY, INC. ENGINEERS AND CHEMISTS 4440 Franklin AvGnu* • St. Paul 14, Minn. REPORT OF: Proctor Moisture Density Test SEWER LINES PROJECT: FRIDIEY, MINNESOTA DATE: July, 26, 1960 REPORTED TO: Comstock & Davis FURNISHED BY: 1446 County Road J Minneapolis, Minnesota COPIES TO: LABORATORY No. 157328 SAMPIEI METHOD: OPTIMUM MOISTURE: MAXIMUM DENSITY: REMARKS= Reddish Brown Sandy Loam Standard Proctor ASTM= D 698-58T Method "A" (—A Basis) 7.1% (44 Basis ) 134.5 #/ft . 3 Sample taken from job site on July 22, 1960. G AN A MUTUAL PROTECTION TO OLIENTG. THE PUBLIC AND OUMLYEE. ALL REPORTS An SUBMITTED AN THS OONPIOSNTIAL PROPERTY OI GUNN". AND AUTHOR. IEATION POR PUSNOATION OP STATENENTG. ODNOWSIONS on ESTRAGTG PEON On REGARDING OUR REPORTS IG REBRYSD PENDING OUR WRITTEN APPROVAL Twin City Tuting and Engineering Laboratory., Inc. 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ENOINKERS AND CNEM1DTa 2440 Franklin Avenue - St. Paul 14, Minn. RIWORT OF: Density, Tests of Cam cted Fill R LINES MRWECTt FRIDLlff, MINNE140TA DATW July 289 1960 RlrORTW TOt Cbwtook & Davis FURN161,131) BY: 1446. Coanty- Road J COAM To: Minneapolis,, Minnesota LABORATORY No. 157328 Sample N.Umber 1 TnM 8�6i.1_s Location: Position to Grade Line: Method of Tests. Dry Dons call Basis Basis #%cu. Pt. - #+ Basis #/cu.ft. Proctor Dens F Basis #/cu.ft. 22 Reddish Broom loazW sand with a little gravel Innsbrudk,181 S. of man- hole #3 20' below AM D 1556-58T 115 123.6 Mlowwr 5-e44e INC. 23 Reddish Brown loanq sand vith a 21ttle gravel Innsbruok� 12' N. of man- hole #9 201 below 101 123'.6 Relative Densitys ------ '"-Basis () 93 85 SpecifiedDensity.-- _ _ _ .......���.. �-�--� ���.•---------�-----....,_�,��.m�e Basis M Moisture Content: M Plus #4 Material: (fir) These tests were taken at the above locations on Ju];p 26,'1960. is too low to meet specifications in the above teat areas. 95 7.0 13, 95 7.5 15. Remarks: Compaction 'AL PROTLCTION TO CLISMTS. THU PUSLIC AND OURSELVES. ALL NUPORTS AMR SUSMITTRO At THE CONFIDENTIAL PROPRRTV OF CLIENTS. AMO AUTHOR- PUMUCATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR RROAROINO OUR MRPORTS IS RRUU"xD FRNCINO OUR VMTTRN APPROVAL Twin and Engineering- Laboratory, Inc. MIDWAY 5-6446 TWIN CITY TESTING mR ENGINEERING LABORATORY, INC. ENOINEERS AND GHOUSTS 2440 Franklin Avenue - St. Paul 14, Minn.. s 6 0 RRr.FORT OF: Density Tests q ,� Compacted SNMLINM paanR = FML$Y, MINNESOTA DATE: June 29, 1960 RUPONfUD TO: Comstock & Davis FURNISHED MY: 31l146 County Road J Minneapolis, Minnesota coPlRss To: LABORATORY No. 157328 Samle lu_mber: 7 8 9 10 e Soil: Brown Sandy Clay Reddish brown Brow Sandy Clay Reddish brown Loam with a litt3h loamy medium sand Loam with a little loamy medium (travel with a little gra- Gavel sand with a vel little gravel Location: 501 W. of Manhole 155' W. of Manhole 180' S of Manhole 2716. of Man - 1111 illi X21 hole #21 Position to Grade Line: 4 ft. below 4 ft. below At Grade ft. below Test Methods ASTM Designations D 1556.58T Dry Density: overe.0 Basis #/cu. ft. 1.20 109 119 113 - #4 Basis #/ou.ft. 119 107 118 110 Proctor Densit : - #4 Basis #/cu. ft. 322.5 323,6 122.5 123.6 dative Density: •jV4 eu • 97 87 96.5 89 S ecified Densit : - #4 Basis (96) 95 95 95 95 Moisture Content: 13.3 10.1 12.0 7.1 Plus X64 Material: 5 4 4 8 Remarks: These tests were takenst. the above locations by Comstock & Davis on June 288 1960. Compaction meets -specifications in the areas of tests #7 & #9• Additional compaction is needed in areas of tests. #8 & #10* AO A MUTUAL PROTECTION TO OLSNTO. T11E FUSUO AND QURMLVE& ALL RRFOWS AM SUSMITTEO M WE aONFIORNTIAL FROPMV OF CLIENTS, AND AUTHOR- IZATION FON PUSUCATION OF STATEMENTS, CONCLU91ONS ON tiTRAOrt PEON OR REGAROINi Dun RKPOWD It RtMl119O FENDING OUR WRITTEN AFFl10YAL Twin City Testing and Engineering laboratory, Inc. MIDWAY 5-6446 TANIN CITY TESTING mD ENGINEERING LABORATORY. INC. ENGINEERS AND CHEMISTS 2440 Franklin Avenue - St. Paul 14, Minn. s REPORT OF: Density Tests of Compacted Fill 4D BUM Lnms PROJECTt FRIDLIT, KnINESOTA DATE: June 23, 1960 REPORTED TO: Comstock & Davis, Ina. FURNISHED BY: Highway 218 COPIES TO: Rosemount, Minnesota LABORATORY No. 157175 Sample Number: 1 2 3 4 Type Soil.. Brawn sandy clay Reddish brown Reddish brown Reddish brown loam with a loaAY medium loamy. medium 109AY medium little gravel sand with a sand with a sand with a _ little gravel little gravel little gravel Locations 142• Horth of 17' North of 26.5' North of 200' South of Manhole #23 Manhole #24 Manhole #24 Manhole #23 Position to Grade Line: At Grade 7' Below 81 Below 4' Below Grade Grade Grade Method of Test: ASTM Designation: D 1556-58T Dry Density: Overall Basis #/cu.ft. 114 125 119 113 - #4 Basis #/cu.ft. 112 124 115 112 Proctor Densit : #/cu.ft. 122.5 123.6 123.6 123.6 -_F Basis Relative Densit s - Basis (°p) 92 100 93 91 3 ecified Densit : - #4 Basis (,A) 95 95 95 95 Moisture Content: (,) 13.4 10.5 11.4 9.8 Plus #4 Material: (%) 5.6 4.7 10 2.6 Remarks: These tests Were taken at the above locations on Tune 21, 1960. Good compaction has been obtained in area of test #2. Additional compaction is needed in areas of tests #1, 3, and 4. AS A MUTUAL PROTBCnON TO CLIBMTB, THIS PUBLIC AND OURMLVEB. ALL REPORTB AIR BUBMITTBO AS TH[ CONFIDBPB NTIAL OPRRTT Or CUENTB. AND AUTHOR- IZATION FOR PUBLICATION OF WrATBM 1INS. CONCLURIONA OR KXTRA=5 FROM OR RRGARDING OUR RRPORrR IB RLBBRVBD PENDING OUR WRITTEN APPROVAL Twin City Testing and Engineering laboratory, Inc. MIDWAY 8-6446 TWIN CITY TESTING mD ENGINEERING LABORATORY, INC. ENGINEERS AND CHEMISTS 2440 Franklin Avenue - St. Paul 14, Minn. ti� t REPORT OF: Density Tests of Compacted bill 4D SEWER LIME PROJECT: FRIDUY IOTA DATE: j7 me 23, 1960 REPORTED TO: Comstock & Davis, Inc. FURNISHED BY: Highway 218 COPIES TO: Rosemount, Minnesota LABORATORY No. 137175 Sample Number: Type Soil: Location: Position to Grade Line: Method of Test: Dry Density: overall Basis #/cu.ft. - #4 Basis #/cu.ft. Proctor Density: Basis #/cu.ft. Relative Density: —F Basis (�) Specified Density: - #4 Basis M 5 Reddish brown loamy medium sand with a little gravel 150' South of Manhole #23 * Below Grade 0 Reddish brown loamy medium sand with a little gravel 100' South of Manhole #23 3' Below Grade ASTM Designation: D 1556-58T 114 130 112 126 123.6 123.6 91 102 95 95 Moisture Content: 7.5 8.5 Plus #4 Material: M 5.2 11 Remarks: These tests were taken at the above locations on June 21, 1960. Good compaction has been obtained in the area of test #6. Additional compaction is needed in the area of test #5. All A MUTUAL PROTECTION TO CLILNTS. THE PU/LIC AND OURSELVE&. ALL REPORT& ARL SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CUEMTS, AND AUTHOR- IZATION POR PUBLICATION OF BTATIMINTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL Twin City Testing and Engineering Laboratory, Inc. Byk V e MIDwwr 5-6446 TWIN CITY TESTING AND ENGINEERING LABORATORY, INC. ENGINEERS AND CHEMISTS 2440 Franklin Avenue - 8t. Paul 14, Minn. 4D REPORT OF: Proctor Moisture density Test PROJECT: SMUR Y 0 DATE: Jlne 23, 1960 FRIDLENNES REPORTED TOt Comstock & Davis, Inc. FURNISHED BY: Highway 218 COPIRS TO: Rosemount, Minnesota LABORATORY No. 157175 1�TSOd: OPTIM[JM MOISTME: MAXIMUM MAS I9.TY: REMARKS: Brown sandy clay loam with a little gravel Standard Proctor ASTM: D698 -58T Method "AII (- #4 Basis) (- #4 Basis) 11.8% 122.5 #/ft.3 Sample was taken from the above project site by Twin City Testing &Engineering Laboratory, Inc . , on June 21, 1960. As A MUTUAL PROTECTION TO CLIRNTR. THR PUBLIC AMO OURRRLVRR. ALL RRFORTO AM RURMITTRO A. THR COMFIORNTIAL PROPERTY OF CURMTR..ANO AUTHOR• IEATIOM FOR PURLICATION OF RTATRMEMTR. CONCLuf10Nt OR RttTRACTE PROM OR IROAROINa OUR REPORT/ Is Rt1ERR1/RO PRNDINa OUR WRITTEN APPROVAL Twin City Testing and Engineering Laboratory, Inc. MIDWAY 5-6446 'tWN CITY TESTING mD ENGINEERING LABORATORY, INC. ENGINEERS AND CHEMISTS >� 2440 Franklin Avenue - St. Paul 14, Minn.ID : 6 REPORT OF: Proctor Moisture Density Test 8E1W LIM PRO.IECTI FRIDUY,: 143311380TA DATE: June 22, 1960 RKPORTRD TO: Comstock & Davis, Inc. FURNISHED BY: xigb3ay 218 COPIES TO: Rosemount, Minnesota LABORATORY No. 157173 SAil M: OPT I40333TURE: AXnWX IMNSITY: Reddish braim loamy medium sand Frith a little gravel Standard Proctor ASTM: D 69$-5BP Method "A" (- i4 BWis) (- Has is ) 10.4% 123.6 #/ft3 Bayle Stas taken from the ebove project site by Win City Testing and Engineering Laboratory, Inc. on JIne 21, 1960. -8 A MUTUAL FROTtCTION TO CLIRNT., TNI r1:NLIC AND OURttLVEt, ALL RtrORT. Ant tuRMITTXD AR TNR cONFiDawrIAL PROPERTY O/ CURKTt. AND AUTHOR- IZATION FOR PU8LICATION Or RTATLM[NTR. CONCLWIONt OR tXTRACTt FROM OR REGARDING OUR REPORT! It RtttRVXD P[NDINO.OUR WRITTtN APPROVAL Twin City Testing and Engineering laboratory, Inc. ■■r■■■■■■r■s■a■■■■■■■■■■■■■■■■■■■■■■■■■■■r■■■■■■■■■rr■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■w■■■■■■■■■■■■■■■■■t■■■s■■■■■■■■ ■■■■�■■■■■■r■■■■■■■■■■■■■■s■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■t■■■■■■■■■■■■■■■■■■■■■■■■■■ ■r■■■■•r■r■■■■■■■■■■■■■■■■■■t■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■e■■■■■■ ■■■■■■■■■■■■■■■■■r■■•■■■r■■■■■■■r■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■r■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■•i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■r■■■■■■■■■■■■■■■■■■r■■■■■■■■■■■■■s■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■rr■■■■r■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■s■■■■■■■■■w■■■■■s■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■t■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 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ENGINEERS AND CHEMIATS f 1440 Franklin Avenue - $t. Paul 14, Minn. : s REPORT OF: Density Tests L Compacted Fill Sam LIKZS PROJECTS FRIDLsys MINNESOTA DATE: June 29, 1960 REPORTED TO: Comstock & Davis FURNISHED BY: 1446 County Road J Minneapolis, Minnesota COPIES TO: LABORATORY No. 157328 Sample Nuaber: 7 8 9 10 Type Soils Brown Bandy May Reddish brown Braun Sandy Clay Reddish brown Loam with a little loam► medium sand Loam with a little loan y medium Gravel with a little gra- travel sand with a vel little gravel Location: 501 W. of Manhole 1551 W. of Manhole 1801 S of Manhole 2718. of Man - M #14 121 hole #21 Position to tirade Line: 4 ft. below 4 ft. below Test Method: ASTM Designations D 1556-58T DrDensity: overall Basis #/cu. ft. 120 109 - #4 Basis #/cu.ft. 119 107 Proctor Density: Basis #/cu.ft. 122.5 Relative DensitqE: 5"'s (,P) Specified Densit : - #4 Bass (�i) Moisture Content: (�,) Plus #4 Material: (�i) Remarks: 97 95 13.3 5 12 3.6 87 95 10.1 4 At Grade 119 118 122.5 96.5 95 12.0 4 j ft. below 113 110 123.6 89 95 7.1 8 These tests were taken at the above locations by Comstock & Davis on June 28, 1960. Compaction meets specifications in the areas of tests #7 & #9. Additional compaction is needed in areas of test & #10. AS A NUTUAL PROTECTION TO CLIENTS. THE /uRLIC AND OURSELVES. ALL REPORTS ARM SUBMITTED AS THE CONFIDENTIAL PROPSRTT OF CLIENTS. AND AUTHOR- IMATION FOR PUELICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS PROM OR REOARDINO OUR RMFORTR IS RESERVED PENDING Dun WflarmN APPROVAL Twin City Testing and Engineering laboratory, Inc. By ,�\ t --- - MIDWAY S-e44e TWIN CITY TESTING m ENGINEERING LABORATORY, INC. ENGINEERS AND CHEMi9TS 4440 Franklin Avenue - St. Paul 14, Minn. s REPORT OF: Field Density Tests4D ' IAASEROCK - SEWER LIItES PROJECT: OTA DATE: July 6, 1960 REPORTED TO: Comstock & Davis FURNISHED BY: 1446 County Road J Mi.nneapolis� Minnesota COPIES TO: LABORATORY No. 157328 - -- Sade Number: 11 12 13 14 Type Soil: Location: Position to (rade Line: lethod of Tests Dry Density: . Overall. Basis #/cu. ft. - #4 Basis #/cu.ft. Proctor Density: - F Basis #/cu.ft. Relative Densit : - F Basis (�,) Specified Density: Basis (�,) Moisture Content: (�,) Plus #4 Material: (�I) Remarks: Reddish brown loamy medium sand with a little gravel 2099 N. of Vinhole #9. 121 below Brown sandy clay loam with a little gravel 161 W. of Manhole #14 At grade ASTM Designations D 1556-58T 120.5 118 120 117 123.6 122.5 97 95.5 95 95 9.3 13.0 3.6 5.0 Brown sandy clay loam with a little gravel 221 W. of Hkahole #13 41 below u5 112.5 122.5 92 95 124 8.9 Reddish brown loamy medium sand with -4 little gravel 971 W. of Manhole #11 101 below 306 3 123.6 84 95 10.5 6.7 These tests were taken at the above locations on July 11, 1960. Compaction is too low to meet specifications in the area of Test 013 and M. AS A MUTUAL PROTECTION TO CLIRMTR. THE PUSLIC AND OURSMLYES. ALL IMPORT. AIR SUBMITTED A. THE CONFIDENTIAL PROPERTY O/ CLIKKM AND AUTHOR- IZATION FOR PUSLICATION OP STATEMENTS. CONCLUM"S OR EXTRACTS PROM OR RMGARDING OUR REPORTS IS RESERVED PENDING OUR VnUTTMN APPROVAL Twin City Testing and Engineering Laboratory, Inc. MIowAY 8-6446 TWIN CITY TESTING &R ENGINEERING LABORATORY, INC. - ENGINEER$ AND CHEMISTS 4440 F:ankli:r Avenue - 8t. Paul 14, Minn.4D ID REPORT OF: DDnCe sity Tests of Maoted Fill zNNSBROCK - LIM PROJscr: FR3DLZr. II ENUSOTA DATE: dilly 11, 1960 RtPOWMD To' Comstock & Davis FURNISHED BY: 1446 County Road d COPIES TO: Minneapolis, Minnesota LAHOR.ATOR,Y No. 157329 . Sawle Number: 15 16 17 18 Type Soil: Brown sandy clay Brown sandy clay Brown sandy clay Reddish brawn low with a loam vi th a loan with a loamy mediva Plus #4 Material: little gravel little gravel little gravel sand with a atioa: 21 North of 2001 Hest of 36, East of Little gravel 81 3omth of Manhole #11 Manhole #11 Manhole #14 Manhole #22 Position to Grade Line: 81 below 21 Below At grade At grade Method of Test: Dry Density: Overall Basis - #4 Basis X3TM Designation: D 1556-56T #/cu. ft. 106 #/cu. ft. 105 Proctor Density: - Basis #/cu. ft. Relative Density: - F Basis (�) Specified Density: - #4 Basis M Moisture Content: (�i) Plus #4 Material: (�) Remarks: 122.5 86 95 15.1 2 107 104 122.5 65 95 13.3 6 117 113 122.5 92 95 16.3 9 129' 126 123.6 102 95 9.9 11 These tests were taken at the above locations on duly 8, 1960. Campaction is too low to meet specifications in the area of Tests 15, 16 and 17. OR A MUTUAL FROTRanon TO CLIENTR. THE PUBLIC AND OUMMLVX., ALL REFORTE ARE .URMITTXD AS TME CONFIOENTIAL p"KIM OF CLIE 4ATWM FOR IVRUCATION OilETATENENTR, CONCLUQNT.. AND AVTNOR• ONR OR EXTRACT{ FROM OR RZOARDiNO OUR R6FORT. IR REEERIIED KNDINO OUR WRMTN AAUTHOR. Twin Ci nd En ineering ,pboratory, Inc. NOWAY 5.6446 TWIN CITY TESTING mD ENGINEERING LABORATORY, INC. ENGINEERS AND CHEMISTS 2440 Franklin Avwnu.. St. Paul 14, Minn. 4 REFIOR'r OF: Density Tests of Compacted Fill SEWER LINES FROJECT3 FRIDLEY, MINNESOTA DATE: July �9, 1960 RWRORTM TO: Cowtock & Aavis FURNISHED /Y: 1446 'Colony' Road J COPIES TO: Minneapo114i Minnesota LABORATORY No. 157328 Sample Number: 24 25 26 Type Soil: Reddish Brown loamy • r. Reddish Brown loam • geddieh Brom loamy sand with a little sand with a..]ittle sand with a little gravel gravel grovel Location: 18 T E. of manhole 100' E. --of manhole 3.20' E . , of vithhole number 3 number 3 number 3 Position to Grade Line: 16' below 16' below 16' below Neth6d of Test: ASTM: D 1556-58T Dry Density: Over Basis #/cu.ft. 109 114 105 - i4 Basis $/cu.ft. 105 110 101 Proctor Density: - #4 Basis - #4/cu. ft. 123.6 123.6 ;23.6 Relative Densit : �y - _ Basis --(4k) , 85 89 90 Specified Densit : - _ Bass M 95 95 95 Moisture Content: (,) 7,p 7.5 5.8 Plus #4 Material: (,) 7, 15 ll Remarks: TI666 teats were taken At the Above locations on July 28, 1960. Campadtion is too low to meet specifications in the above test areas. AN A MUTUAL FROTNCTION To OLMMTN, TNN ru.UO AND OU"nL"C ALL NEPORT/ AM WMwTTtq A. THU CONnOUNT1AL PROPURTT OF CUSNT.. AMO AUTNON- IZAT:ON FOR PUMUCATION OF OTATRMRNTO, CONCLU410NR ON XXTRACTO FROM OR RROANNNO OUR 1KFORR:'R IN R1 ommo RNOINO OUR WR7TKN APPROVAL Twin City Testing and Engineering Laboratory, Inc. By �1 i I City of Fridley Application for Plumbing and Gas Fitting Permit DESCRIPTION OF WORK Number. Kind and Location of Fixtures 47 GG77 12 z } Z �2Rc rr Q� Z_ 8� Z_ < O W 5 .j �6 V' �z U' z �u R t N WATER HTR. GAS ELEC 3 v o� 3� ou uuS ac U <3 U°d c9cS U' O Base 101 1st 2nd 3rd 4th ° Future Connection Openings Connected with * New Fixture, Old Openings I Sewer Cesspool PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: /NO. RA Number Fixtures ...................... x $1.50 Future Fixture Opening ................ —� x 1.20 New Fixture Old Opening .............. x 1.00 Catch Basin .... x 3.25 TE TOTAL s-9, $---t8-s1 $ Water Heater (Up to 200,000 BTL) ...... x 2.00 $ 1� , New Ground Run Old Bldg. ....... .... x 3.25 $ GAS FITTING FEES: NO. RATE TOTAL 1st 3 Fixtures .......................... x $1.50 _ Additional Fixtures .................... x .50 $ Gas Range to 200,000 BTU .............. REPAIRS & ALTERATIONS—Refer to Code x 2.00 $ Dept. of Bldgs. Phone SU 4-7470 City of Fridley: The undersigned hereby makes application for a permit for the work herei specified, agreeing to do all work in strict accordance with the City Ordinance and ruling of the Department of Buildings, and hereby declares that all the fact and representations stated in this application are true and correct. J ]Fridley, Minn Owner Kind of Buildings Used as To be completed about Estimated Cost, $- Old—New. Building Permit No W Z6 Permit No. dS� ROUGH FINAL Description ................................................$ TOTAL FEE ' /!T - 42 ByT� i� Business Phone SOIL ENGINEERING SERVICES, INC. 6800 S. COUNTY RD 18 MINNEAPOLIS, MINN. PHONE 941-5600 October 21, 1969 Rodney Billman, Inc. 151 Silver Lake Road New Brighton, Minnesota 55112 Re: INSPECTION Existing House 5178 Matterhorn Drive Fridley, Minnesota Mr. Billman: MAILING ADDRESS P.O. BOX 35108 MPLS, MINN, 55435 On the above date, the writer made an inspection of the exterior of the above referenced house. Particular attention was paid to the south-west corner of the house, which shows some deterioration of the stucco. Hori- zontal separations in the block walls were noted on the south wall, west of the fireplace. The outside edge of the fireplace has apparently settled creating a separation between the fireplace and the wall of between 2 and a -inch at the top of the fireplace. A step crack was observed in about the center of the west wall. At the time of the inspection, a shallow hole had been put down along the west wall approximately 8 feet north of the southwest corner. The top of the footing at that location was approximately 1 -foot below finished grade, so it is apparent that frost - cover depth footings were not installed at that location; however, it was reported that the footings had been taken down the normal 3.5 -foot frost - cover depth at the location of the walk -out door near the southwest corner. It was indicated that a sewer had been installed on the order of 8' years ago on an easement on the south property line. Judging from the manhole in the center of the street and the manhole near the back lotline, it appears that this sewer was on the order of 25 feet south of the south wall of the house. It was reported that the sewer is approximately 40 feet below finished grade. From previous experience in the area, as well as the material observed in the shallow hole open at the time of the inspection, granular soils are thought to exist in the vicinity of the house. Since neither of the adjacent houses OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED, AND THEIR COMMUNICATION TO ANY OTHERS, OR PUBLICATION OF STATEMENTS, CONCLUSIONS, OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED, PENDING OUR WRITTEN APPROVAL. BORINGS • TESTS • INSPECTION • ANALYSIS • REPORTS • RECOMMENDATIONS N J Rodney Billman, Inc. -2- 10-21-69 were inplace at the time of sewer construction, it is unlikely that sheeting was used to support the sides of the sewer french excavation. In granular soils, the slope of the sides of the sewer excavation was likely on the order of 45 degrees. It then appears likely that soils were disturbed below footing grade on the south end of the referenced house. Analysis and Conclusions Judging from the inspection, it appears that soils below footing grade on the south end of the house were probably disturbed as a result of sewer installation. It is not known whether or not compaction was required on the backfill placed in the sewer trench. However, granular materials such as are thought to underlie the house, would achieve their maximum settlement under a specific loading soon after application of the load. Percolation of run-off water and seasonal climatic variations could cause some settlement in addition to that achieved immediately after load application. However, in a granular soil the maximum settlement due to such factors would be anticipated to occur within several years. It is then the professional opinion of the writer that settlement of the referenced house is virtually complete. The taking of tests or borings, because of previous experience in the vicinity, is not deemed necessary to substantiate this analysis. The question was posed as to whether it would be advisable to either extend the foundation to the normal depth of frost penetration or to use insulation to prevent frost from penetrating below footings. Since there is no evidence of a frost -heave condition apparent from inspection of the exterior of the house, the writer has no basis for recommending either extension of the. footings or insulation for frost protection. It should be noted that extension of the footings would increase the weight of the foundation and thus could induce some additional settlement. In summary, it is the professional opinion of the writer that substantial additional settlement is not anticipated, so remedial procedures do not appear to be justified. Maintenance procedures such as filling cracks in the stucco with an appropriate patching agent and possibly painting the affected areas is recommended. If we can be of further assistance, kindly contact us at your convenience. JS B: mp Very truly yours, SOEING SERVICES, INC. w tsraun, r. t. s Engineer SOIL ENG/N.8ER14 , SERV/CES, INC. PETER BARNA ROBERT GUZY ROBERT C. HYNES G. D. GIANCOLA GORDON L. JENSEN LAW OFFICES BARNA & GUZY 3700 CENTRAL AVE. N.E. MINNEAPOLIS, MINNESOTA 66421 October 28, 1969 Honorable Mayor and City Council City of Fridley 6431 University Avenue N.E. Fridley, Minnesota 55421 RE: Kenneth L. Hagen 5178 Matterhorn Drive Fridley, Minnesota Gentlemen: PHONE: 788.1644 This office represents Mr. Kenneth L. Hagen who is the owner of the home at 5178 Matterhorn Drive, Fridley, Minnesota. it has recently come to Mr. Hagen's attention that the City of Fridley officials, including but not limited to its building inspector, was negligent in the Issuance of a building permit and by way of inadequate inspection and supervision of the construction of the home at the above address which was done by Rodney Billman, Inc. This is to serve as notice to you that Kenneth L. Hagen claims that he was damaged in the sum of $15,000.00 as a direct and proximate result of the negligence and malfeasance of the City of Fridley, its agents and its employees. Sincerely, BARNA AND GUZY Robert C. Hynes tvp D � Building Jib Report No 12274 - - ADDRESS- f, - i OWNER { BUILDER ! DATE -1 B X, 14 TYPE PERMIT NO. i DESCRIPTION INSPECTION RECORD DATE REPORT a r COMPLETED & APPROVED DATE INSPECTOR City of Fridley Application for Plumbing and Comas Fitting Permit 53_84_s915.51 Dept. of Bldgs. Phone 5X1-3450 DESCRIPTION OF WORK Number, Kind and Location of Fixtures :n x $2.00 $ Future Fixture Opening ................ x $1.50 $ New Fixture Old Opening .............. e o� $ Z i:c Z <u u3 $ �°1 w �� a z �p • F t N WATER HTR. GAS ELEG Base GAS FITTING FEES: NO. RATE TOTAL 1st 3 Fixtures ...... ................... x $2.00 Additional Fixtures .................... x $ .75 $ Gas Range to 199,000 BTU .............. x $5.00 $ install (1) gas gri3-1 do (1) lite 6.00 1st 2nd 3rd 4th ' Future Connection Openings e New Fixture, Old Openings I Connected with Sewer Cesspool PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL Number Fixtures ...................... x $2.00 $ Future Fixture Opening ................ x $1.50 $ New Fixture Old Opening .............. x $1.50 $ Catch Basin ............................ x $3.25 $ Water Heater (Up to 99,000 BTU) ...... x $3.00 $ New Ground Run Old Bldg . ............ x $3.25 $ Electric Water Heater a $2.00 $ GAS FITTING FEES: NO. RATE TOTAL 1st 3 Fixtures ...... ................... x $2.00 Additional Fixtures .................... x $ .75 $ Gas Range to 199,000 BTU .............. x $5.00 $ install (1) gas gri3-1 do (1) lite 6.00 REPAIRS & ALTERATIONS—Refer to Code Description ................................................$ TOTAL FEE $ .00 Location 5178 Matterhorn Drive City of Fridley: The undersigned hereby makes application for a permit for the work herei specified, agreeing to do all work in strict accordance with the City Ordinance and ruling of the Department of Buildings, and hereby declares that all the fact and representations stated in this application are true and correct. Fridley, Minn July 1' 1970 19_ Owner Kenneth Hagen Kind of Building frame Used as *eai dance To be completed about U13E 6.197Q Estimated Cost, $ 20.00 Old-XNew. Building P t No Permit No. o By Business Phone No , i ROUGH FINAL—T" 42 a I5a i 59 03 I/2Y� ;,AVE. N.E. . 51 40 39 34 a liERHORNR--OIMUi 33 41 54 38 = 51C TE sz 14m— W �3 35 r� Lei 31 / 3 53 43 41 z 31 M.14 d 2 N M9atmo �� R'— E. N.E..R -------;i A1ot� 4 5 * 10 46 �9 1 50 Al 7 \ 14 48 41 4 m,14 at -y t f 4 ,P 5 I i it 5 5 4 6 � a ►4 15 ; •'�� Il k- ID c 1b Ib n I �� ��rl• a r, s 3 q 4b 1e - 6 5 1 i I �E•� 3 1; -- _ ,'%' %�v Is 8 3` °• Lir � � IZ I 14 i1 9 4 I I 13 W in u i1 b qy IW t LELAN D J. FRAN KMAN ATTORNEY AT LAW 1214 FIRST NATIONAL BANK BUILDING MINNEAPOLIS, MINNESOTA 55402 PHONE (612) 333-4537 October 12, 1970 Mr. Leonard T. Juster Attorney - City of Fridley Builders Exchange Minneapolis, Minnesota 55402 Dear Mr. Juster: REB. PHONE (612) 529-2005 Re: Hagen vs. Rodney Billman, Inc. Pursuant to our phone conversation today I am writing to request information regarding the construction of a sewer in the City of Fridley. To the best of my knowledge, the sewer line was installed in 1960. I am representing Rodney Billman, Inc. which built for the plaintiff, Kenneth Hagen, at 5178 Matterhorn Drive, in the summer and fall of 1964. The sewer line referred to runs directly along the south property line of Hagen's property. Would you please send me a copy of the contract between the City of Fridley and its contractor which pertains to the construction of the sewer line. I am interested in knowing whether the contract called for the compaction of the soil by the contractor after the installation of the sewer line. If you have any other documents which would shed some light on whether or not the soil was compacted by the contractor, I would appreciate receiving that as well. Also, it is necessary that I obtain any records or notes on file indicating what inspections were made.by the City of Fridley at the time the foundation was laid on the house. I would appreciate any notes made by the building inspector orany records kept in a normal course of business as to what i, inspections were made and when. LJF:ss Thank you very much for your cooperation in this matter. trul y s, Leland J. Fiankman i J X? b 3 c -,d Vis': BOA PARTIAL RATE SCHEDULE GRAVITY WARM AM: FIATZ TOTAL rurnace Shell & Duct Worcs $10.00 $ Replacement of Furnace 6.00 $-L .co Rrpairz & Altorat.ons--up to $500-00 600 $ Repairs & Alterations each add. $500.00 3 W $ Furnace Shell & Duct Work to 120,000 BTU .51000 $ each add. 60.000 BTU 3.t10 ; Replacement of Furnace 6.00 $ Repairs & Alterations --up to $500.00 6.00 $ Repairs & Alterations each add. $500.00 3.00 $ STEAM a: HOT WATER SYSTEM Furnace Shell Sr Lines --to 400 sq. ft F.DR Steam $10.00 S Furnace SheU & Line ----to 640 sq ft. EDR Hot Water 1000 $. Each add 209 sq. ft. EDR Steam 3 t10 s Each add. 320 sq. ft EDR Hot Water 3.00 $ OIL BURNER—to 3 gal per hour 6.00 over 3 gal. per hour—See Fee Schedule GAS BURNER Cup to 199,000 BTW 6.00 Wer 199,000 >igM S" Fe* Schodule GAS F11'1ING FEES: NO RATE TOTAL Ist 3 Fixtures x$ 200 $ Additional Fixtures 1t 75 Ga3 Range to UP.Wo X$ b.0o $ ROUGH If 7 State Surcharge .50 a" Fee ache TOTAL F= #8157 Bruce Kalmes Dept. of Bldg. Phone Goo -um L 5178 Matterhorn Dr. City of Fridley: The undersigned hereby makes application for a permit for the work herd+. specified agreeing to do all work in strict accordance with the City Ordinancer- and ruling of the Depai tment of Buildings, and hereby declares that all the facts and represPntatiuns stated in this application are true and correct. 9-16-75 Fridley, Minn 1p Owner, Ken Hagen Kind of Building frame Used " sresidez3ce To be completed about 9-30-75 Estimated Cost; $ Old—New. Building Permit No.. _Permit No.T vZSCRLPTION OF WOFIS HEATING or POWER PLANTS—Steam Hot Water, Warm Air—No Trade name Lennox Size NO G12Q3-137 capacity 137M — Sq. It E.D.R BTU— Total TU Total Connected Load replacement KInd of rue, gas BURNER — Trode No same as abov— Capacity 9q. PL L.D R BTU (aGNeaaa...ovaa) S >� FRED VOGT & r: MATING & AIR CON DIT1, 1i SWIM= Fkaml? X60 Gorhwn Ave. 929.0 � --�F SUBJECT PERMI O. City of Fridley15 9 0 4 AT THE TOP OF THE TWINS BUILDING PERMIT o r RECEIPT `y -------COMMUNITY DEVELOPMENT DIV. �© r PROTECTIVE INSPECTION SEC. A f,,, CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY L 612-571-3450 910-F15 8/27/80 JOB ADDRESS 5178 Matterhorn Drive N.E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. } 5 1 Innsbruck 1st Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Foley Company 4448 Nicollet Avenue 823-9045 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAILADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑% ALTERATION ❑ REPAIR ❑ MOVE 11REMOVE 8 DESCRIBE WORK Re-stucco house 9 CHANGE OF USE FROM TO STIPULATIONS SEPERATE PtRMITS REQUMED FOP ti1'`inlW. HEATING. PLUMBING AND SIGNS. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $1,600 $.80WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORMANCE F CONSTRUCTION. PLAN CHECK FEE TOTAL FEE $12.80 NA URE OF y ACTOR A HORIZEDAGENT l EI WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT 114 BLDG INSP DAT OF OW NER tlF WNER BUI DERI (DATE) � 5 • CITY OF FRIDLEY ' APPLICATION FOR RESIDENTIAL.BUI.1_DIN_G PERMITS . (IV-EWA ALTERATIONS, ADDITIONS, OR REPAIRS) - OW14M - • ; j BUILDER: .., Address:Address :Ce�C_C �� Tel. No .%�� ! No::�� -Street z LOT: BLOCK: ADDITION: -A —'"'./% CORNER LOT: INSIDE `LOT: °S 'TBFLCY.. '. SIDEy?�RTS: -- Applicaht attach to this form Two Certificates of Survey of Lot and proposed building location drawn on these Certificates. DESCRIPTION OF BUILDING ' o Be Used As: C - Front : Depth : Height: t Square Feet: Cubic --Feet: c Front: Depth: Height: i - Squa �e Feet: Cubic Feet: Type of Construction AIA 07Estimated Cost: To Be Completed: U ` - Alt.. A Alt. B Prdposed Driveway Width If New Opening Is Desired $ 1� (SEE REVERSE SIDE_OF SHEET) - :The undersigned hereby mal;es.application fora•permit for -the work Herein � specifi6d,. agreeing to do -:all work in -strict accordaince with :tlie City of- >ridley Ordinances and ru]iiigs.•of the Department of £uildings, and hereby declares that all the facts and representations stated 'in. thisapplacatiori ---- are true and -correct. See -reverse side for additional inf at-.io ..- j. DATE: SIGNATU1tE E Stipulations i SUBJECT PER City of Fridley 20952 AT THE TOP OF THE TWINS BUILDING PERMIT COMMUNITY DEVELOPMENT DIV. 1 PROTECTIVE INSPECTION SEC. r NUMBER REV, DATE PAGE OF APPROVED By i CITY HALL FRIDLEY 55432 ---. ,fir---;.� 1 J` 612-571-3450 910-F15 7/22/91 JOB ADDRESS 5178 Matterhorn Drive NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 9 5 Innsbruck lst Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Ken Hagen 5178 Matterhorn Drive NE. 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. New Spaces Home Craftsman 15025 Stevens Ave S, Burnsville, MN 55337 435-3478 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 10' x 10` Three Season Porch Addition 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. WARNING SEPARATE PERMITS RUO IRE© FOR Before digging call for WIRING, HEATING, PLUMBING AND' SIGNS. all utility locations 454-0002 REQUIRED BY LAW TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. ZONING SO. FT. CU. FT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT NO. DWLG. UNITS OFFSTREET PARKING ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION STALLS GARAGES VALUATION SURTAX AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $2 300 $1 15 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT a PERMIT FEE SAC CHARGE DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE iROVI SOF ANY OTHER STATOR LOCAL LAW REGULATING CON- $ 54, 00 Fire 5C $2.30 STRUCTION R THE PERFORMANC OF CONSTRUCTION. PLAN CHECK FEE TOTALFEE -OdL- �2 1-4-A $57,45 -10a SIGNATURE FCONTRAC R AtFHORPED AGENT IDA I WHON PRO ER TED THIS IS YOUR PERMIT BJA6G INSP DATE SIGNATURE OF OWNER OF OWNER BUILDER) (DATE) Mw [] ADM [ R-1 AMID R-2 ALAR [ ] Building Permit Application oonstn=tim Address: Sin Legal La Pt- jIf Owner Name & Address: Contractor: Alt' w S A 0.0 e s LIVING AM: GRMM ARBA: Dim Alm: am=: !� k 3— Effective 2,/1/91 Tel. # W. # AA( X53 a �p Attach to this application, a Certificate of Survey of the lot, with the pr posed amm xuctian drawn an it to scale. Length Width Height Sq. Ft. Length Width Height sq. Ft. Length /10idth Hgt/Gmund Sq. Ft. s ON "� l44 Cmc- �, Corner Lot [ ] ?reside Lot [r/] Ft. Yd Setback S' Yard Setbacks Type of Danstru tion: Estimated Cost: $SOn Approx. Cowletion Date: 3 / Q I Proposed Driveway Width If New DATE: vl ,r APPLSCANr: Permit Fee s. 00 Fire Surcharge $ State Surdku-ye $ , SAC Qmrge $ Driveway Escrow $ Park Fee $ Sewer Main urge $ 7UM $ sTZP =c,Ns,4 !Slog t Is Desired: a Ft. Midth + 6' See Back Page _ Zlel. # V 3 3---? Le7A Fee Schedule on Faverm Side .001 x Permit Valuation (1/10th $) $.50/$1,000 Valuation $650 per SAC Unit Alt. "A" or Alt. "B" Abvve Fee Determined by Necessary [ ] Not Necessary [ ] FPPPP-P'Y OF FRIDLEY INSPECTION DIV. 6431 University Ave NE Fridley, MN 55432 572-3604 Effective On January 1, 1993 APPLICATION FOR PLUMBING AND GAS FITTING PERMIT MARK NUMBER OF FIXTURES TO BE INSTALLED ON EACH FLOOR PLUMBING FIXTURE RATES: New Fixtures Old Opening, New Fixture Beer Dispenser Blow Off Basin Catch Basin Rain Water Leader Sump/Receiving Tank Water Treating Appliance Water Heater —Electric Water Heater — Gas Gas Range NO. RATE Gas Dryer Back Flow Preventer Required ( )Yes () No Type $ 7.00 $ 4.00 $ 5.00 $ 7.00 $ 7.00 $ 7.00 $ 7.00 $10.00 $ 7.00 $10.00 $10.00 $10.00 $5.00 TOTAL JOB ADDRESS 15 1%f The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the city codes and rulings of the Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. ® 199 Owner r - ly Building Used As Estimated Cost `� PERMIT NO. ///L/6 - PLUMBING COMP 1-7 Reinspection Fee $30.00 SIGNED TEL N0. �� o ALL OTHERS AND/OR REPAIRS AND ALTERATIONS i 1 % of Value of Fixture or Appliance .. Approved By Rough—In_Date _..__--------FTFiai Date State Surcharge $ .50 MINIMUM FEE FOR ANY PLUMBING/GAS PERMIT IS $15.00 TOTAL FEEPLUS THE $.50`S -TATE SURCHARGE SUBJECT City of Fridley 5 0 7 5 AT THE TOP OF THE TWINS BUILDING PERMIT f RECEIPT NO. COMMUNITY DEVELOPMENT DIV. r PROTECTIVE INSPECTION SEC NUMBER REV DATE PAGE OF APPROVED BY CITY HALL FRIDLEY 55432 612-571-3450 1910-F15 5/19/97 JOB ADDRESS 5178 Matterhorn Drive NE 1 LEGALLOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 9 5 Innsbruck 1st Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Pat Hagen 5178 Matterhorn Drive NE 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Fuller & Son Contractors 541 W 98 St, Bloomington MN 55420 884-2982 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 20071253 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION Cj REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Reroof House & Garage (25 Sq) Tear-off; Tuckpoint fireplace; install insulation 9 CHANGE OF USE FROM TO STIPULATIONS Underlayment must comply with the State Building Code. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCYLOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $3,862.50 $1.93 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- $87.25 Fire SC $3.86 STRUCTIO THE PERFORMANCE OF CONSTRUCTION PLAN CHECK FEE TOTAL FEE License SC $5.00 $98.04 NATURE OF CONT R TOR OR AdfrHORIZED AGENT IDATEI WHEN PROPERLYVA TED THIS IS YOUR PERMIT /` I P ATE _ SIGNATURE OF OWNER IIF OWNER BUILDER) IDATEILDG NEW ( ] ADDN [ ] CITY OF FRIDLEY ALTER ( ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION ConstructionAddress: 7;; C. e Legal Description:%/�`�o/Y/40 Effective 1/1/97 Owner Name & Address: Tel. # Contractor: e MN LICENSE # Address: ' �✓ �`5 % ��Yi Tel. # 2 j' 1 Attach to this application, a Certificate of Survey of the lot, with the proposed construction- drawn on it to scale. LIVING AREA: GARAGE AREA: DECK AREA: OTHER: Construction Type: DESCRIPTION OF E"ROVEMENT Length Width Height Sq. Ft. Length Width Height Sq. Ft. Length Width Hgt/Ground Sq. Ft. V X —� Driveway Curb Cut Width Needed: Estimated Cost: $ (Fee Schedule -6hBack) Ft. + 6 Ft = Ft x $ _ $ DATE: 1 —51:7 APPLICANT:Tv c-- Tel. #_j-- Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: CITY USE ONLY $ �7, Fee Schedule on Reverse Side $_ .001 of Permit Valuation (1/10th%) $- $.50/$1,000 Valuation $ $950 per SAC Unit $ QQ $5.00 (State Licensed Residential Contractors) $ Alt. "A" or Alt. "B" Above $ .$450.00 Conservation Plan Review $ Fee Determined by Engineering $ Agreement Necessary [ ] Not Necessary [ ] I'Buildin,z, PI.JUN13piG P,�,-Mil NO.: - (P 11 Ins-Vections R —IDEN-17LAL A27D Received B� 7: _ J_ - 76,'__571? -3604 —ATION! C I 7"IFY, 0 F = L DJEM4 7 6 3 - _5 O'� �' Q 7 7 F_ _E•Y _�K T FFFECITW, 1-1-18 DATEQ/W (�' YOUT, E-MAIL ADDRESS SITEADDRESS. .1/ THIS APPLICANT IS: 0 OWNER XCONTRACTOR PROPERTY NAME: lbard Ivis- OWNM ADDRESS:M*zi&i-11 Qj- Alb, C STATE&LZIP TENAINT —511-6 PHONE: 3L,'L 531- lod CONTRACTOR NAME: 17�yW SUBMITA COPY OF 4 YOUR STATE STATE LICENSER ET DATE LICENSE, BOND AND STATE BOND # EXP DATE CERTIFICATE OF ADDRESS: Sgay CITY RyrofkSTATE&kL_ZIP JAS 3Z INSURANCE PHONE -Tv ?2 - 154-- -)4 FAX 7V _ PERMIT ME GLE FAMILY 11 TWO FAMILY [2 TOWNHOUSE TYPE OF WORM -I-- NEW )REPLACEMENT DETAILED DESCRIPTION OF WORK b vqykeematf- w4tAf h PER MS 16B.665 the permit fee is a mini -I'm of $15.00 or 5% of the total cost up to 5500.00, whichever is greater, for the improvement, installation or replacement of a residential fixture, excluding the fixtures. (This should reflect only the cost of labor Labor cost under 5300 =$15.00. Labor cost between 5300 to $500 =cost of labor X.05 = plus -50 surcharge OR FOR PROJECTS 'WHERE LABOREXCEEDS $500, FEES ARE BASED ON $10.00 PER FIXTURE, EXCEPT WHERE NOTED. FIXTURES: (INDICATE TOTAL NUMBER OF EACH BELOW). MIND/IUM FEE 515.50. —BATH SEIKILAV FLOOR DRAINS SHOWER WATER PIPING —BATHTUB — GAS PIPING (NEED CITY LIC) SWIMMING POOL —WATER SOFTNER ($35) —CLOTHES WASHER — KITCHEN SINK — WATER CLOSET BACKFLOW PREV. ($15) —DISHWASHER — LAUNDRY TRAY _AWATER HEATER, ($35) FOR IRRIGATION —WATER METER OTHER MIM Permit Fee Number of fi=res @ $10.00 x $10.00 = $ Surcharee .56 Number of fixtures @ $15.00 x $15.00 = $ OR Number of fixtures @ $35.00 I x $35.00 = $ '. of TOTAL DUE $—.— State Surcharge = $ .50 (MINIMUM $15.50) (MINIMUM 515.50) Total =3 5T THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a plumbing permit and I acknowledge that the information above is complete and accurate: that the work will be in tonformanc.- with the ordinances and codes of the City of Fridley and with the iviinnesota Construction Codes: that [ understand this is nota permit but onivan application for a permit and Work is not to start �.vithout a permit on site: that the',voric will be in accordance WiTh thennyirnvPH ii 1'nn in r1i (-. tm-. of nil vnrir wh i ril rpni iirpQ rpwi pw nn ri ❑n"rnvn i of n I nn c .:IGNATTJRC NT E. _11- -DATE ,PPROVED BY EP `7 ',�/IITS. -)R -Jl,l(, - `=ICAL "i&_-7.:; i L ,[()Tj:: -';i - , !7 1JrL_ -. , _- L' - 11/30/2009 10:57 7637542908 ROV-25--2009 13:63 [ENERPOINT EVER Date: 11/2512009 Revision Date: 11/25/2009 Site Information Address 1: 5178 MAtterhorn Dr NE Address 2: City: Fridley County: Ao iS on IMomWilon Business Name: Contact Person: Office Ph: Fax: CeH Ph: Address 1: City: StAs; Zip Cade: RIVER CITY PAGE 02/02 Existing Construction: Pre 1994. Project #: Lot: Block: Subdivision: MN Contractor License #: Combustion AnnlTiLM Waiter Hester. Natural Draft Input BTUs: 40,000 Common Vent. Combustion Zone 2 Combustion Zone 2 Fumsee/Bniler. Natural Draft input BTUs: 137,000 Common Vent Mak"a Air No Make -Up Air Required by Code ComplAftn Air Combustion Zone one: Wnimum Combu3bon Air Requirements Met MinimumGombua ion Air Requirements M %1 Applicant Name (print): / Signature/Date- Code OffieW (prin0: �� 5ignature/Da#e: _ P.002 0 2004 C`=uwPalnz Anergy Minmgww. Page I TOTAL P.002