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AF - 36412� � ��- �_l ��; 560-3450 �it o �ridCe � � ANOKA COUNTY 6431 UNIVERSITY AVENUE NE Augus �: '_' ,'.97%. FRIDLEY, MINNESOTA 55421 Mr.& Mrs. Eugene W. Zar.der 6101 BenjaMir: Street N.E . Fr:�.dley, t�innesota 55432 RE : C}�an� of Address pear Sir; Ir ha� heen "��ssary for this ��fti�r t� change the address �f your hou�t� FROM .-fil-OLF�-b001—Be��.a�.��_��ee� T�—bA4�—Be �,—�� c -�� . LEGAL DESCR.IPTI(�N�a�t a€ �,as � 40� ��-�#�_ �1�� r{rr�- We have notified the Post �?Efice r�epartment, Minneapolis Gas Company, Northern �rares Pow�r Cnmpany, Nor�hwestern Be11 Telephone Company and various departments in City H,�11 0� this change. CB/mh Yours ver}� iruLy, CLAREt�CE J. BELISLE Bui Idi��g Inspect��r City ,�t Fridley �nri��= _ �� e �•�:�: �� e 560-3450 (�c�t o �HidCe � � ANOKA COUNTY 6431 UNIVERSITY AVENUE NE Augu�':� �', l��^ FRIDLEY, MINNESOTA 55421 Mi�neapolis Post Offi,ce Department �u�rerintendent of Delivery �st & Marquette Avenue M�[�neapolis, Minnesota 55402 RE : Chan�;e of Address Cit�_of Fridle�_ Gentlemen: We are listing the following change of address in the City of Fridley: ftAME �'ROM �nn� nr �ini ne,-,;flm�r e.-..oe,- r, � ��e�--�Tt-�sota Tp F,nL� �a„ � sr,,; r, c�-,•oor � ,� • te--�5432 �-.-, �'� ��e�-��es� LEGAL DESCRIPTION pnrt �f r„t �Tp,�� .��Z We hav� notified the occupant of this c�han�;e and we wou�d apprec�ate it very much if you would change your records accordingly. Your� verv truly, CLARENCG J. IiELISLE Building Inspector Gity of F�idley CB%t�h cc: Cfty Water Billing Dept. City Assessing Dept. l�inneapolis Gas Co.- Brooklyn Park Office NorChern States Power C,'o. Northw�stern Bell T2lephone City Votexs Regi.stration 55432 Auoust; 18, 1972 City of Fridley 6431 University Avenue North East Fridley, Minnesota 55432 Attention: Inspection Department Regarding: Change of address to 6041 Benjarnin Street North East Gentlemen: This is to request a change of address. Right now we are usino the addresses of 6001 or 6101 Benjamin Street North East. The house south of us is 6031 Benjamin and the house north of us is 6051. I believe our address shoald be changed to 6041 Benjamin Street North East. Anythino you can do for us in this matter will be greatly appreciated. Thank you. Telephone: 788-8920 Sincerely, Mr. & s. Eubene W ander 6101 B jamin Str North East Fridley, Minnesota 5543z � D Apri.l 9, 1976 Dailey Homes, Inc 8510 Cenzral Ave NE Minneapolis, MN 55434 Attn: Mr Howard Thorson Re: Soil Investigation P�oposed House 6041 Benjamin Street NE Fridley, Minn�so�a #22550 Gentlemen sou �xrxor�at�on �� 662 CROMWELL AVENUE ST. PAUL, MN. 55114 PHONE 612/645-6446 .� a sister corporation to TWIN CITY IN D ENGINEERING LABORATORY INC. � � t�v ` We have condu�ted a soil inv�stigation and foundation analysis for th� �eferenced project� 4Ve are transmitting five copie� of our� reporta This work w�s don� in aecordance with your verbal authorizatic�n on April 1, 1976: This repor� presents our finding� and recommendations pertaining �o the �oil investigat.ion and engineering analysis for the referenced proje�t. The purpa�e of this repo�t is to de�cribe �:he soil conditions encountered at the si.te, to analyze and evalua�e th�se condi�.ions, and, based on thi� data, to recommend possibl� foundation designs and construction p�ocedureso Two soil test borings were made on April 6, 1976� The bor�ngs were put down at th� lo�ation� shown an the att�ched sketch: The borgngs were pu� down from 5' to 6' outs�de the a�tual foundatson lin�s to e�.�aluate whethe�° prope�° overszze of the exi�ting fill ha� been obtained a� well as to obtain some inda�ation af the den�ity of the Existing fill� The surface elevations were referen�ed to the top of the hydx�ant at the northeast �orner of Benjamin St�eet and 61st Avenue, taken as 100�0', an assumed �lerration. Soil sampling was performed in accordance with ASTM: D 1587-67� Using this procedure, a 2" O�D- split barrel samp2er is driven int.o the soil by a 140 lb weight falling 30". After an initiai set of 6", the numbe� of b.lows requix°ed to drive the sample� an additional 12" is known as �he penet�°ation resistance o� N vaTue� The N value i,s an index of the x�elative density of OFFICERS: CHARLES W. BRITZIUS president ROBERT F. WITTMAN executive vice president NORMAN E. HENNING vice president CLINTON R. EUE secretary JOHN F. GISLASON treasurer BRANCH OFFICES: FARGO, ND BISMARCK, ND SIOUX FALLS. SD WATERLOO, IA ROCHESTER, MN LA CROSSE.WI MINOT, ND GRAND FORKS. ND AS k U,�L _�T=� �� -�� CLie �l i;; �I't PU�L G'+��1G �UHSECv'�a tiLL P�Lr"_�rtT;; A E �J� Mi I1 �L) AS THE GOfv�IDEPdI IAL PRGPERTY OF THE CLIENT. Dailey Homes, Inc April 9, 1976 #22550 Page two cohesionless soils ar�d the consistency of cohesive soilso As the samples we�e obtained in the field, they were visually and manually c.lassified by the crew chief in accordance with ASTMa D 2488-69� Represen- tative portions o� all �amples we�e then returned to the laboratory for further examination and fo� veri�ication of the field classificationo Logs of the borings indicating the depth and identification of the various strata, the N value, water level in�ormation and pertinent information regarding the method of maintaining and advancing the drill holes a�e attached. Charts illustrating the soil classification procedure, the desc�iptive te�minology and symbols used on the boring logs are also attached� The logs of the bo�ings show fill to a depth of about 13?' at boring 1 and 13' at borgng 2, This fill is primarily silty sand or a mixture of sand and silty sand although it does contain a little clay below about 10' at boring 1. Also, there were a few traces of wood within the fill at boring 2. The fill was then unde�lain with a layer of da�ker colored silty sand to a depth of about 14' at these two borings. Silty sand or sand then completes the soil profile to the depths of these bo�ings. The penetration resistance (N value) indicates the density of the �ohesionless soil ranges from ve�y loo�e to looseo The penetration resistance of the fill is quite variable and was �e�y low in the upper portion of bor°ing 1 and below about 6' at boring 2. No gr°ound water ente�ed th�se borings at the time this wark was done� Boih seasonal and yearly fluctuata�ns oi the ground water table can be �xpected� The re�ults of these barings in�icate tha� the exi�t�ng �i.11 is carr;pased o� sui�able ino�gani� soil, ho�ever, the density of the f�ll is ext��mely va�iabl�_ Ther�fore, i.f the propos�d house were to be supported on ar above the �xY.sting ` q� �„, 1 drffe�en�ial settlem�nt oc�ur3n�. �11 ther`e would be a p entxa �or detrim�nta .... . _ .... .. .�,,..� In vi�w of t�iii.sy,°�we wcauld ndt sug�esty_su�,portin�.the:proposed l�ouse on. the � _.� existin�g �ill� To support th� proposed house at t.his si�e, we suggest the existing fill be excava�ed to a minimum of 10' be�ow the present su�fare. The excavation sh�uld also extend beyond the edge of the found�tions a distance � at least equal to the depth o�' compacted fill that wilZ be piaced below the �• � bottom of the foundation�: The bot.t.om of' the excavata�an should then be thoroughly su�face �ompacted with a m�.nimum of ten passes of a vibratory compa�tor having a dynamic fo�°ce in the �ange of 20,000 poundse Aite� �he bottom of the ex�avation has been compacted, density tests and shall.ow hand auger boring� shmuld be put down to evaluat.e the beara.ng capacity of th� remaining existing fillo This fill should have a minimum den��ty of 950 of the maximum densit� dete�°mined by the standard procto� (ASTM: D 698-70). After the remainia�g e�:isting till has been suffi��ently compacted, the excavation should be refi�lled r�ith an engineered fi110 "I'h.is fill �hc,u�id be placed in lifts no greater than �an be compacted fo� their entire thickness with the type of material and comp�ction equipment being used: 'I'he engine�r�d fill should be compac�.ed to a minimum af 950 oi the standard proctar densit�. The excavated fill m�.te�ial would be suitable for reuse a�s the engineet�ed fill� If this plan is used, the soil should p�ovide adequate suppart for the proposed house and footings should be designed so that the maximum loading on Dailey Homes, Inc April 9, 1976 #22550 Page three the soildoes not exceed 1500 psf (pounds per square foot)> If there are any questions regarding this report or if we can be of any further service to you, please do not hesitate to contact us. About 50% of the soi.l samples will be held at this office for a period of one month and wiil t.hen be discarded unless we are noti�ied to hold tlzem for a longer period of timea The recommendations and/or suggestions contained in this report are aur opinions based on data which are assumed to be representative of the site explored; but because the area of the bo�ings in relation to the entire area i� �ery small, and for other reasons, we do not war�ant conditions below the depths of ou� borings, or that the st�ata logged f�om our borings are necessarily typical of the neti�e sitee Very truly yours Gordon J Smith, P.E> , heFOOy certif� that tnis plar�, GJS/bm �D��lo�tion. or reDort vgs prepared br ms or wnaer my direat eupervi�{c�n and taa; Z nm a duly Regiatere�d Pro Enc� taeeloasl �ngineer under the laae of the Sta e oi llinnesota.,� L.g��Y � ,/�'i�Arlyir(✓!r� GOHD J. SMITH Date � - i � � Reg. No . 92�2 ._ _. . ��t� ex��a�oon � ,�_,� JOB NO. 2 55 VER�f ICAL SCALE _ 1�� LOG OF TEST BORING NO. PROJECT PROPOSED HOUSE - 6041 BENJAMIN STREET NE - FRIDLEY, MINNESOTA DEPTH DESCRIPTION OF MA; ER!AL GEOLOGIC SAMPLE LABORATORY TESTS irv 1I3.9 FEET �SURFACE ELEVATION ORIGIN N WL NO. TYPE W p �'�' Q� P. L. FILL, mostly SILTY SAND, a little FILL gravel, a little sandy clay and sand 2 1 SS below 10', brown and dark brown , 2 2 SS i 7 3 SS 15 4 SS 6 5 SS 8 6 SS �------ -�—_ _------ 7 S S 142 SILTY SAND fine�rained, _(Note 1) TOPSOIL SILTY SAND, fine grained, brown, COARSE moist, loose (SM) ALLUVIUM � g SS 5 9 SS 21 _ _--_ _..____ End of Boring Note 1: dark brown, moist, loose (SM) WATER LEVEL MEASUREMENTS START 4-6-76 COMPLETE 4-6-76 DATE TIME SDEPTHD DEPITH CD PTH BAILED DEPTHS WATER METHOD 3 aHSA 0' - 19 2' �al 9: 4S LEVEL 4-6 9:45 21' 19 2' 21' �o None 4-6 10:00 21' None 3' �o Nnne to to CREW CHIEF White SE-2 (70-A) , so�` exrxoR��on � JOB NO. 22SSO `_VERTlCAL SCALE _ 1��-3 7 LOG OF TEST BORING NO. 2 PROJECT PROPOSED HOUSE - 6041 BENJAMIN ST�iEET NE - FRIDLEY, MINNESOTA DEPTH DESCRIPTIpN OF MA; tR1AL GEOLOGIC SAMPLE LABORATORY TESTS FEET �SURFACE ELEVATION I�3 � 1 ORIGIN N WL NO. TYPE W D �'�' Qu P.L. FILL, mixture of SAND and SILTY SAND, a few traces of wood, brown FILL 2 1 SS �i 12 2 SS 11 3 SS 2 4 SS 1'z 5 SS �' SIL`TY Sl�i'VD, fine grained, dark 2 6 SS TOPSOIL 7 SS 14 rayish brown, moist,_ver� loose (SM) SILTY SAND, fine grained, a trace COARSE of gravel, dark brown to brown, ALLUVIUM mois± to wet, very loose 2 8 SS ( Sh4) 20 z ------.__ _ 6 9 SS SAND, �ine grained, light brown, 10 SS moist, loose (SP-SM) 22 --------------------- ----------------- End of Boring WATER LEVEL MEASUREMENTS SrARr 4-6-76 CoMPLETE 4-6-76 DATE TIME SDEPTH� DEPITH COE TH BAILED DEPTHS yLEVEL METHOD 3 aHSA 0' - 19 Z' �al IO : SO 4-6 10: 50 22' 19 2' 21' ,o None 4-6 11:05 22' None 6' ,a None �o � to CREW CHIEF White SE-2 (70-A) SYMBOL C.S. P.D. C.O. 3Ya HSA 4 FA 6 FA 2'/z C 4C D.M. J. W. H. A. NXC BXC AXC SS 2T 3T DRILLING & SAMPLING SYMBOLS DEFINITION Continuous Sampling 2-3/8" Pipe Drill Cleanout Tube 3Ya" I.D. Hollow Stem Auger 4" Diameter Flight Auger 6" Diameter FlightAuger 2'/�" Casing 4" Casing Drilling Mud Jet Water Hand Auger Size NX Casing Size BX Casing Size AX Casing 2" O.D. Spl it Spoon Sample 2" Thin Wall Tube Sample 3" Thin Wall Tube Sample GENERAL NOTES LABORATORY TEST SYMBOLS SYMBOL DEFINITION W Moisture content - percent of dry weight D Dry density-pounds per cubic foot LL, PL Liquid and plastic limits determined in accordance with ASTM D 423 and D 424 Qu Unconfined compressive strength-pounds per square foot in accordance with ASTM D 2166-66 Pq Ts G SL pH O M.A.' C* Qc` Additional insertions in Qu column Penetrometer reading-tons/square foot Torvane reading-tons/square foot Specific gravity - ASTM D H54-58 Shrinkage limit - ASTM D 427-61 Hydrogen ion content-meter method Organic content-combustion method Grain size analysis One dimensional consolidation Triaxial compression "See attached data sheet and/or graph WATER LEVEL SYMBOL —� Water levels shown on the boring logs are the levels measured in the borings at the time and under the conditions indicated. In sand, the indicated levels can be considered reliable ground water levels. In clay soil, it is not possible to determine the ground water level within the normal scope of a test boring investigation, except where lenses or layers of more pervious waterbearing soil are present and then a long period of time may be necessary to reach equilibrium. Therefore, the position of the water level symbol for cohesive or mixed texture soils may not indicate the true level of the ground water table. The available water level information is given at the bottom of the log sheet. DESCRIPTIVE TERMINOLOGY DENSITY CONSISTENCY TERM "N" VALUE TERM "N" VALUE Very loose 0-4 Loose 5-8 Medium Dense 9-15 Dense 16-30 Very Dense Over 30 Soft 0-4 Med i um 5-8 Rather Stiff 9-15 Stiff 16-30 Very Stiff Over 30 Standard "N" Penetration: Blows per foot of a 140 pound hammer falling 30 inches on a 2 inch OD split spoo�. RELATIVEPROPORTIONS TERM RANGE Trace 0-5°/o A Little 5-15% Some 15-30% W ith 30-50% PARTICLE SIZES Boulders Gravel Coarse Fine Sand Coarse Med i um Fine Sitt and Clay Note: Sieve sizes shown are U.S. Standard SE-4(70A) Over 3" 3�4••_3• #4?/a•• #4-ii10 t110-#40 #40-#200 Determined by plasticity Characteristics CLASSIFICATION OF SOILS FOR ENGINEERII�G PURPOSES ASTM Designation: D 2487 — 69 AND D 2488 — 69 (Unified Soil Classification System) Major divisions symbols Typical names Classification criteria Wel I raded r a v e I s and C� = O60 greater than 4; jJ 9 y � GW gravel-sand mixtures, little o Dto 2 o � or no fines �n � CZ= ��30f between 1 and 3 � � � o > DtoxDSo � > �«. � U N �'y � Poorly graded gravels and . `-° N N� V GP gravel-sand mixtures, little U�� Not meeting both criteria for GW � o 0 or no fines � cn �� > U Z N � * � O � N C N N y 3 °' �� a� .� � m Atterber limits below > � c Sil ravels, gravel-sand- d Ci '� 9 'y �.� r GM sil mztures o c 7 C 7 �.j "A" line or P.I, less A t t e r b e r g I i m i t s p l o t- 0 0� � �� o� than 4 ting in hatched area ° \� �; � c7 c� m�' are borderline classifi- `� o N �• • • cations requiring use o ,n �, , , Atterberg limits above 'oZ � Clayeygravels, gravel- ofdual symbols u� > GC .. "A" line with P.I. � o � sand-clay mixtures �,,, greater than 7 c-o o • • • � m'm Wel I-graded sands and gra- �� • C� = D6o greater than 6; y� c � SW velly sands, little or no ��°-' �m � (Dso/Z m o �° � fines o`� o� CZ= between 1 and 3 U� � c o°o ° N Dio xDeo L a� y � Poorly graded sands and �° Z o � m m V SP gravelly sands, little or no w N y`" Not meeting both criteria for SW o N o v fines N N� z � � o � � � m° Z U o N vi � g N N `r' '- `$_ Atterberg limits below � m c SM Silty sands, sand-silt mix- �� o �•q•• line or P.I. less L Y Atterberg I i m i t s plot- � N :� tures „ � � a L N� than 4 ting in hatched area � 3 �n o° are borderline classifi- o` u� J�`r' Atterberg limits above cations requiring use � '� Cla e sands, sand-cla of dual symbols c SC Y Y Y "A" line with P.I. � mixtures greater than 7 Inorganic silts, very fine Plasticity Chart N ML sands, rock flour, si Ity or 60 a� clayey fine sands For classification of fine-grained m T o` soils and fine fraction of coarse- � o Inorganic clays of low to 50 grained soils. -a ° medium plasticity, gravelly c CL Atterberg Limits plotting in ��- clays, sandy clays, silty hatched area are borderline CH � Y.E clays, lean clays classifications requiring use of � � -a � 40 dual symbols. �' 6 Organic s i I ts and organic �° Equation of A-line: N N � OL silty clays of low plasticiry �� PI =0.73 (LL-20�I �N o �� 30 z � � N g Inorganic silts, micaceous m �.�e OH and MH � v°'i � MH or diatomaceous fine sands a � o, m � or silts, elastic silts 20 '�P a � °' ? � CL m u- 0 U a�+ � �� Inorganic clays of high �� o �� CH plasticity, fat clays 0 7 -- — �o �� 4_ CL-ML � ML and OL cn - / � Organic clays of inedium to �0 10 20 30 40 50 60 70 80 90 100 6 �H high plasticity J Liquid Limit U L�c!� Peat, muck and other highly a' o�� Pt organic soils *Based on the material passing the 3 i�. (76 mm) sieve. = o` SE-1 (70-A) 5E-14 (73A) �XF�IL1R�tlt]r'1 �� %O �� .�;- F!/E, 7,�I, ,E.� , /OO, O ' TQP Of f/Y� . %T /V. � �'JR. OF �/ sr�l�E. { ,8�"N✓�ii�t/N ///.8 �/M D� �� SOIL TEST BORINGS �, — - #z -.- ------� I , , � � i ' � P�OP05ED � � f7'QU.�- � � '�` �O�i � I i i I � � _ � � — — — — � h • � 5 ,I / /'�/07�.' ,BLlX_ , CO.� l�E�E ST.4K�,U JOB NO. ,Z Z SSO I SCALE: � � Z� I DRAWN BY `�'G I CHECKED BY � �� Time ' Vd/�-13�E l(OlJ VVERE O�T M ��C,��?2 �� C�O � I ��,v .'�vPr �ti11,.� f Area Code Numb r' Extension . TELEPHONrD PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOD URGENT , R�TI�RNED YOUR CALL � r Message ��t � J '� �n? l� �� /�' ' 1�,�"� �g-��/� s r• -�iL r� �;"s '�`��-�� EO t,�/�c, %�c- �a' D��/� �, �� C Gf �77 r"-�i-�G- I — S� l� �_ S��.� Operator ��i /-� � '_ � �`,—,� - ,% ,>/ /" .^ � EFFiCIE�CYp LINE N0. 2725 AN AMPAD PRODUCT 60 SHEEfS l,✓�'l l-L"`k-\ �.`a e�..�,-�- C1 � �ti 0 0 .\NDIV[,yp! o� r �y . .. r�" ° REPORT OF: � tw�n cit�+ test�nq ano enq�neennq laboratory, inc. 662 CROMWELL AVENUE " ST PAUL, MN 55114 PHONE 612/645-3601 SOILS INSPECTION �°� PROPOSED RESIDENCE PROJECT: 604� BENJAMIN ST NE DATE: Md�/ �O, 1976 FRIDLEY, MINNESOTA REF�d�TED ro: Dai 1 ey Homes IIIC FURNISHED BY: 8510 Central Ave NE COPIES To: Minneapolis, MN 55434 Attn: Mr HQward Thorson LABORATORY No. 9-6897 INTRODUCTION / This report concerns the recent soils investigation conducted by our firm at the proposed residence. We received authorization for this work from you on April 21, 1976. A considerable depth of loosely placed fill existed in the area for the proposed house. We were requested to evaluate an unexcavated portion of the old fill, determine the size of the required excavation oversize and perform hand auger probes to evaluate the natural soil-old fill interface. After compaction operations, we were to take density tests in the unexcavated portion of the old fill and in the new controlled fill placed in the building area. CONCLUSIONS Based on the results of our inspection and density testing, it is our opinion the soil foundation system at the above referenced project will adequately support the structural loads without resulting in detrimental settlement. BUILDING PLANS We understand that a two-story, 26' x 42' single family residence is to be constructed at the project site. A tuck-under garage will comprise a portion of the lower level floor. The foundation plan is to excavate all but the final 3.5' of old fill, surface compact the bottom of the excavation, place controlled fill to finished floor elevation and then subcut for footings. The proposed house will have a finished floor elevation at about the present ground surface with frost footings placed 3' to 4' below. The proposed house foundation will then be supported on the newly placed fill. We have no information regarding the foundation loads, but assume they will be relatively light (less than 1500 psf). BACKGROUND INFORMATION The results of a preliminary soil investigation conducted at the site by Soil Exploration Co and reported to you on April 9, 1976, were available for our use during this investi- gation. This report indicated that about 13' of previously placed fill consisting of mostly silty sand with mixtures of sand and clay overlaid natural coarse alluvial soils. The fill soils are highly variable in density, but appear to be relatively free of debris and organic matter. The natural alluvial soils consist of loose to very loose silty sand and sand. A thin layer of darker colored silty sand, probably topsoil, overlies the AS A MU7UAL PRO7ECTION TO GLIENTS, TM! PUBLIC AND OURBELVE9. ALL REPOR7S ARE SUBMITTED A9 THE CONFIDENTIAL PROPERTY OF CLIENTH. AND AU7MOR• IZATION FOR PUBLICATION OF STATEMENT8, CONCLUBIONB OR EXTRACTB iROM OR REGARDING OUR REPORTS IS RESERV[D PENDING OUR WRITTEN APPROVAL. _ "°!yJ r� , � ��l: � o' 'w.. ,r `a REPORT OF: LABrJRATORY No. 9-6897 ■ SOILS INSPECTION BACKGROUND INFORMATION cont. tw�n cit� testinq anG enqlneerinq IabOfatory, lnc. 662 CR061WELL AVENUE ST PAUL, MN 55114 PHONE 612/645-3601 DATE: PAGE May 10, 1976 � L alluvial soils. Surface elevations at the borings ranged from 113.9' at bor7ng #1 to 113.1' at boring #2. INVESTIGATION METHODS AND RESULTS On April 21, 1976, we performed a visual inspection of the building excavation. The exposed soils were visually and manually classified in accordance with the Unified Soil Classification System and estimates were made of their strength properties. Several shallow hand auger borings were put down to further determine local subsurface soil condi- tions. Several in-place moisture-density tests were performed. As specified, these tests were evaluated according to the moisture-density relation of soil as designated by ASTM:D698-70 (Standard Proctor Method). The results of these tests are attached. During our on-site visual inspection, we determined oversize requirements and evaluated the depth, density and composition of the old fill remaining in the house area. At the time of this inspection, the excavation was a little more than 9' below the surface. From our understanding the foundation plan (footings are to be placed a minimum of 3' below the existing ground surface), we would require 6' of lateral oversize about the building foundations. That is, 1' of excavation oversize beyond the outside edge of all perimeter footings. From information supplied by your field personnel, the house will have a 30' setback from the front property line and a 12' side yard setback from the north property line. Utilizing this information, we determined that an appropriate excavation oversize was maintained about the building perimeter foundation from property line stakes placed by others. From several hand auger probes placed about the excavation, we also determined that ap- proximately 3' of clean granular fill existed at the bottom of the excavation. A thin layer of dark brown silty sand was encountered directly below the fill soils. This dark brown silty sand was probably the lower portion of the topsoil horizon, with the natural silty sands encountered directly below. Some minor amounts of roots, but no sod was apparent in the dark brown soil. The granular fill left in-place was surface compacted. Several density tests were performed within the old fill left in the excavation and as the fill was being placed in a controlled manner. The results of these tests indicate all fill soils were well compacted. COMMENTS In order to properly evaluate the foundation soils at a building site, it is imperative for our firm to know exactly where the building will be placed, its size and the elevation AS A MUTUAL PROTECTION TO CLIENTf, THE PUBLIC AND OUR8ELVES. ALL REPORTS AqE SUBMITTED AS TH! CONFIDENTIAL PROPERTY OF CLIENTH, AND AUTMOR- IZATION FOR PUBLICATION OF BTATEMENT3, CONCLUBIONS OR EXTRACTS FROM OR REGARDING OUR RlPORTS IS RElERVED PlNDING OUR WRITTEN APPROVAL. ,NOe>r ��` t. �`� % o �� -�J� � r ", ��.� 0 REPORT OF: LABO�R�".TORY No. 9-6897 � twen c�CY testinq ano enqineennq laboratoru, �nc. sez caonnwE�� avErvuE � M P H 0 N EU L. 6 2N6 553601 SOILS INSPECTION COMMENTS conto DATE: Mdy �O, 1976 PA G E: 2 of the foundation elements. Without this information, we cannot assure that the prepartory foundation earthwork is adequate. This project data is especially critical in situations where the excavation extends below the footing grade and compacted fill will be required to attain building elevations. In these situations, the excavation would require lateral oversizing to provide suitable lateral distribution of the footing loads. Property lines stakes were provide for our use on the site to indicate the building location and size. It must be recognized that Twin City Testing and Engineering Laboratory Inc does not practice in the field of surveying. We, therefore, must rely on staking by others. If the construction is redesigned or otherwise moved subsequent to our inspection, we should be informed so our firm can assess if additional inspection work is required, or suggest sound engineering alternatives. We cannot be responsible for any soil founda- tion system if the structure has been relocated with respect to the excavation subsequent to our inspection. TWIN CITY TESTING AND ENGINEERING LABORATORY INC '� � �� r.,,, _.�� 1...� �� :..E..-.,�,,.--- C� ,� C Phillip Mess�ner Soils Engineering Inspector� � �i ,- � � ii'G�..� %-�'� / . ,.;I �ri�.. ... t = Thomas K Smith, P.E. PM/TKS/rs AS A MUTUAL PROTECTION TO CLIENT/, THE PUBLIG AND OURBELVE3, ALL REPORTS ARE SUBMITTED A! TME CONFIDENTIAL PROPERTY OF CLtENT4, AND AUTHOR- IZATION FOR PUBLICATION OF HTATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED Pk:NDING OUR WRITTEN APPROVAL. � tw�n c�t� test�nq ano enq�neennq Iat�oratory, �nc. 662 CROMWELL AVENUE o.,"o�°°"DWr. " ST. PAUL. MN 55114 � PHONE 612r'645�3601 � ,o �;�", _� �' REPORT oF: DENSITY TESTS 0� COMPACTED FILL ''��'� PROPOSED RESIDENCE PRO.,ECT: 6041 BENJAMIN STREET PdORTHEAST DATE: May 4, 1976 FRIDLEY, MINNESOTA RE•PORTED TO: Ddl � 2,y H01112$ I(1C COPIES TO: '� 8510 Central Ave NE Minneapolis, MN 55434 Attn • Mr Nni�ar�l Thnrcnn LABORATORY No. �_6$g� TEST NUMBER: DATE TAKEN: UNIFIED SOIL CLASSIFICATION: (I�9oisture-Density $ample Number) LOCATION: DEPTH BELOW FLOOR ELEVATION: DEPTH BELO�V EXISTING GRADE: 1 April 21, 1976 Sand, mostly fine grained, brown (SP-SM)-1 10'E & 10'S of NW corner of excavation 9.5' � � April 21, 1976 Sand, mostly fine grained, trace of gravel, brown (SP-SM)-1 10'W & 10'N of SE corner of excavation Ol [� FIELD DENSITY DETERMINATION: . Method Density in Place By Sand-Cone 1�lerhod, ASTM: D1556-64 (-#4 Basis) Dry Density (p�f) � � 5 112 Moisture Content �%) 9,g 12.4 Plus #4 Material (,°'o) None 4 LABORATORY MOISTURE-DENSITY RELATION OF SOIL: Method ASTM:D698-70, Method "A", (-#4 Basis) 1�9aximum Dry Density �pcf) � 09 � � � 09. � Optimum J9oisture i%) j 3. 3 � 3. 3 COMPACTION TEST RESULTS: C ompac tion �%) Specified Compaction (%) 105 95 102 95 REMARKS: The above test locations were selected by Twin City Testing and Engineering Laboratory Inc. Compaction meets specifications in the above test areas. AS A MUTUAL PROTECTION TO CLIENTS,TME PUBLIC AND OURSELVES.ALL REPORTS ARE SUBMITTED AS TME CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHOR- IZATION FOR PUBLIGATION OF STATEMENTS,CONCLUSIONS OR EXTRAC?S FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR W RITTEN APPROVAL Twin C' tin and Engineering Laboratory, Inc. _ �V�i'�4�c.R� 'l,��e �/ w ay �.�MOtV(MO i 3 0 '�l r•= °" �1� �� REPORT oF: DENSITY TESTS OF COMPACTED FILL �'''��''� PROPOSED RESIDENCE PROJECT: F)O4� BENJAf�IN STREET NORTHEAST DATE: Mdy 4, 1976 FRIDLEY, MIfJNESOTA REPORTED TO: Ddl � Ey H011125 I IlC COPIES TO: 8510 Central Ave PdE Minneapolis, MN 55434 �ttn• Mr (-In�iawrl Thnv�cnn � Cwin c�ttir Cestinq ano enq�neennq IaboratorU, i��• 662 CROMWELL AVENUE ° ST. PAUL. MN 55114 PHONE 612/645-3601 LABORATORY No. 9-6897 TEST NUMBER: DATE TAKEN: UNII� IED SOIL CLASSIFICATION: (11'loisture-Density Sample Number) LOC AT ION : DEPTH BELOW FLOOR ELEVATION: DEPTH BELOLV EXISTING GRAllE: 3 April 21, 1976 Sand, mostly fine grained, trace of gravel, brown (SP-SM)-1 9'S & 21'E of NW corner of excavation 5' � r� April 21, 1976 Sand, mostly fine grained, a little gravel, brown (SP-SM)-1 9'E & 9'N of SW corner of excavation 7' � FIELD DENSITY DETERMINATION: Method Density in Ylace By Sand-Cone Vlethod, ASTM: D1556-64 (-#4 Basis) Dry Density �pcf) � � 2 � � 5 ti9oisture Content �%) 9,6 9.6 Plus #4 Material (%) Z � 3 LABORATORY MOISTURE-DENSITY RELATION OF SOIL: Method ASTM:D698-70� Method "A"� (-#4 Bdsls) Maximum Dry Density �pcf) j �g .] � 09 .] Optimum l�1oisture �%) 13.3 13.3 COMPACTION TEST RESULTS: "`� Compaction �%) Specified Compactio❑ (,°'o) 103 95 105 95 REMARKS: The above test locations were selected by Twin City Testing and Engineering Laboratory Inc. Compaction meets specifications in the above test areas. AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS TME CONFIDENTIAL PROPERTV OF CLIENTS. AND AUTMOR- IZATION FOR PUBLICATION OF STATEMENTS.CONCLU310N5 OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL Twin City Testing and Engineering Laboratory, Inc. BY� � � -�1" ►� �� r. • � � , \ 1 •� �' Y Cw�n c�tti+ Cestinq � '. ano enqmeennq Iaboratory, inc. 662 CROMWELL AVENUE ° ST PAUL, MN 55114 PHONE 6�2i535-360i - R�PORr oF: DENSITY TESTS OF COMPACTED FILL ��'��'2~ PROPOSED RESIDENCE PROJECT: 604� BENJAMIN STREET fdORTHEAST DATE: Mdy 4, 1976 FRIDLEY, MINNESOTA REPORTED TO: Ddl � 2,�/ HOflle$ I I1C COPIES TO: 8510 Central Ave NE Minneapolis, MN 55434 Attn� Mr Noward Thorsnn LABORATORY No. 906897 TEST NUMBER: DATE TAKEN: UNIFIED SOIL CLASSIFICATION: (Moisture-Density Sample Number) LOC ATION: DEPTH BELOW FLOOR ELEVATION: DEPTH BELOW EXISTING GRADE: 5 April 30, 1976 Sand, mostly fine grained, trace of gravel, brown (SP-SM)-1 6'W & 20'S of PJE corner of house 3' 3' � April 30, 1976 Sand, mostly fine grained, a little gravel , brown (SP--SP1)-1 42'S & 20'W of NE corner of house 1' � FIELD DENSITY DETERMINATION: Nlethod Density �n Pia�e By Nucl ear Densi ty Method "B" , ASTP�1: D2922-71 (-#4 Basi s) Dry Density� �pcf) � p� 109 Moisture Content �%) � Q. 3 8• 2 Plus #4 �Naterial (,°'o) 5 8 LABORATORY MOISTURE-DENSITY RELATION OF SOIL: Mechod ASTM:D698-70, Method "A", (-#4 Basis) Maximum Dry Density �pcf) � 09 . � � O9 . 7 Optimum Moisture �%) 13. 3 � 3. 3 COMPACTI�N TEST RESULTS: Compaction ( o) 9$ 99.5 Specified Compaction �%) 95 95 REMARKS: The above test locations were selected by Twin City Testing and Engineering Laboratory Inc. Compaction meets specifications in the above test areas. AS A MUTUAL PROTECTION TO CLIENTS.THE PUBL7C AND OURSELVES,ALL REPORTS ARE SUBMITTED AS TME CONFIDENTIAL PROPERTV OF CLIENTS. AND AUTMOR- IZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR E%TRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL Twin Cit sting ond Engineering Laboratory, Inc. B • �J � � � � - ' � � tw�n cittir testinq and enq�neennq iadorato�y, �nc. 662 CROMWELL AVENUE �4NDFG(y0,� `� ST PAUL, MN 55114 - PHONE 612/645-3601 oy '° / '� I` �� ° MOISiIJRE - DENSITY CURVE SAMPLE N0. � c _ + `,d�'��c PROPOSED RESIDENCE PROJECT: 604� BENJAMIN STREET PJORTHEAST DATE: Md)/ �L, 1976 FRIDLEY, MINNESOTA f�EPORTED ro: Da11ey Homes Inc cc��i�s -rc�: LABORATORY rvo. 9-6897 111 � 110 ti, � � � .a � � 109 � H N W 108 � � � 0 107 106 METHOD OF TEST: ASTM: D698-70, Method "A" TYPE OF MATERIAL: SdC1CI, mostly fine grained, brown (SP-SM) MAXIMUM QENSITY: 109.7 lb. /CL1. f�. OPTIMUM MOISTURE� 13.3 %p il 12 13 14 15 16 N�OISTURE CONTENT �Io CITy OF 3UILDING DEPA f�'.''MENT � EX`:'�':RIOFi r—_.N �: A JG�v1tiE "U" COMPUTATION c (To be subrnir,ted. wi.th building permit applicatior One ar Cwo family dwelling . X D��r _ ______.._.. �11 ather � . // Site address �antr�cLor ��Q,L�� lo�t'i S. Date �'-i .��ht L,INEAL �'T. OF EY,.P�S�;D WALL 5+��. �,/v�%t' S�,!T �S. _ ft. above grade = TOTAL EXPOSED WA� OPA(�L`E WALL COhSTRUG'l'��'V: 'tt1" ,;�,1.a� x area �r�rn. Fi� /-iA •.1�."U" . �L x ��^� �.,.Lls..��..:�%�tt�Tr d X p'L•..F1..��._��,-.�!��t � rt `Y p � ,C D�tail re ence can�c• Fid Z '`,;"Y �:,,s5, x f ra. C�� . "U" . �Z x aCtached eets r_�.,NC F'�' ��"�" � ��/ ,_x i.�.�..��_�_�1"tl�..�3�G..Z x �. ..... ..�_.....r J }� x �.--_.�..._._...._ff�,► - - X _.r. � J � �._.._.�.�.._._. x WINI)OWS "Uf' vaiue x ar�a I�akQ & type n n tt tt p tt ri n rt tt „U,� � _.._S�ITf�_. � ac ,��r��:�. U ��.�..._ !r n X IrUr� X -- --.............�._.._.._�tt1;�T.'� ....�....X ., "rr � �F X «/ - s�. ft._� s q . i� . /1,,� . d � ` I sq. - �/ _ �i(i . S• .�'=�, S q . �x . �.:, b S � . /f` `.� . �q, ft. sq. ft. sq. ft. sq. ft. sq. ft. sq. �ft. �7�.t� Sq. ft. $ Cl . / 1 {+. - DOORS: "U" value x area � Make & type "tl" x sq. ft. rf n --,. tj nw.�.....�.._._.X 3q . f t. ti � �/1 ��'S _ �tti tt ��.,.`�.._�X �' Ci . f t. 4. do n �t ' ` nTJn�' .�x :�q. ft� - TOTA LS ��. ,��: TOTA I. ( L ) ( A ) ��A Lt; ES �,�; � �t m , �G� A L�G . DIVID�;D BY TOTAG WALL AR�:A /G� f•G7 � A VERAC:E ^U r' .17 or less for 1& 2 family d�ellings .22 or less for all� oti�F:r buildings RUOF /CE I LI ��G : �o TOTA L A fiEA : //Zv ._.�q • �r� • DetaiJ. reference nU" x f rom F�P f'L. f! p,�"U "� o x attached �heets. "�'t X Describe openings �,��_ "U" , o'/�..._X in ro�f . "U" x o�i�! sq. sq. sq. sq. sy. ft. ft._� �9G ft. _ ft. _ ��2v � rt .__._� 'I'OTA L`� /Z v � TOTAL (U ) (ti ) v'ALUi?�: �I%•04 = , p.rZ, AVG. DIV�iDPJ BY i'OTf,L ILi�:;F/ /�Zv � C�TLiIdG A'r:��1 7'f��S. �'s�'/'�'T /,T�/- Li4�i'SanJ �.. AVi::�AGr; "U" .JS fo�' Verit11:+'�3d roofs . � i� i'or all oth��r con..triictian ��`� N�y^'�� g'1d -�i � ��2.l� _ _--��-�. �,:.. 1_l�rz _ X . t.z� ._1l.��_?._ _�i � - _S11r._._._°- �-- ��'�1 �_�'ti� 1�/i:.�Q� _-..�dF� �Qct�___ _�� _ __f��:_ .� ��L-� � ---- __ � WII�OW JONES COMPANV 01lO� OR[tN /Z �d . , , Page Ttvo = ��ALL S�CTZONS - E=XTE�/U�2 �1�4`��'Ri/-�G� M.4Su.��?-,� SQ�ivG NOTE; Use �4 of �paque wall area for �•� • frame construction Oonstruction !t-Value I 1. Tnterior air film Q•68 �' s, i/��GYl� QoA,eo .45 g, q�� i nci:es soft wood Q..�S a , zS/.3� ��rf��T�= Z• aG d 5. f�%4�ii�// �/= S�i�G , q� RASIC � 6. Exterior air filn , 0.17 4�ALL � Total � �(� � CI= %: . / Z .� FiG. # 1 TOP��E[a CF �—� F?.A1RE h�ALL 1. In*_erior air filrr. �•�8 FIG. i►2 - �� : ;� �,cL lSc,�t � .�i��e�al -r:�??��TZC;I �.'r`_Z..Z c . �j . � . �. �� "-_,,., � � �, . � . � � � f � 'v . �_ . ' .' -' i �,_._.r..�� . =--- , -�-=-�'� <<��'�'� � . �;� �� .. �� '. A w � • � ' y I � " � . , ��• p-_. , . �! a •� � , _.: ., �I' • �0' . r� . . • •1; � n r .Js�.�i`. . ,' ' �;: �• _ � �.. . r -...�`v � % : �."/.• r � r = � _ /�� ( r • ..� ='I�;. #3 .. f `• F `�- , - c� - ` r� • � • '. � � • • . . c . . ,� � � � . �J ��, __� . ��-o- �'� -0 � -�. "� �- 'Q , . 2 . �/� "GYP ��.Q�v QS 3. �z•,�L�sf ��K //. oy 4 . Z5/ .' � 2, oG 5. �'�fdr,li�'r iOrnlG •�s 6. L'>:terior air filrn �•�� rota� /4.8/ CI= %fj. , a� 1. 7nter��r air filn 1'.G8 2. 3��Z "GL.4s;'�il3i=iZ -�i _�_�vS //, vo 3. 2"�%� �i.M Tv� iT /•r°� 4 . 2�`' /3L " L3l�/CTfi`�iTG_ Z. �.Ys 5. M/J�tiiiT� SOin�G •4$ 6. Exterior air film �•17 �tai /G.z4 u= /,q= o�G ._ 1. Interior air film O.GB 2. 3 . �� '� �� Q>c f3CK � 4. /L Co �= /� 5 . /.�Tf S r r' G. Exterior air fiL-� 0.17 E Total � .. sT.Aa F.nD� C/=�`j= " _ •Z� _ _ _ . . � �. , ` .. , � . � �,; , . F�'L?= ' � _ • �r-� I � � ( r 'X , � , _ - � . � . � . � /((:�- , . , , �� V 1 ' � • • , � � � � '.i �. , . i� `` . • . • . . ._ / i � � • � i�i FIG. $4 /ll � .� � , . � �� , U // / � - /c� X --. � � �, _ ��/ // ( � /! � � /�( � NO'."E: Indfcate t}�pe, "R" v�lue, denth and placer.tent of insul�tioa. � . � �z% . Page Ztvo _• ��ALL S�CTZONS .� �XT.S�/o�2 Ma.T�� is� L �F��G .BiZi�� NOTE; Use !� of opaque wall area for �- � frame construction Construction R-Value � 1, rrr�r�or air film 0.6F3 —� � 2 . �/2 "G Y . �A�D --�5 3, 4" inches soft wood 4-3� � 4� z�/�2'� gv�� r/f+;�1 '. o(� ' Q 5. �stc�s /'1�icit . ��3 EASIC �f 6. E>:tezior air filn � 0.17 P7ALL II�I Total �.vc� � FIG. #] —� FP.1�1 �.E i,'ALL FIG. a�2 � -�, _..�._, }._.�_—....�._..�' • .•�/ �.. S�cL �?hL_J( ,_ .—i . �1t �C��1 • i �~�� i --..�.C'-. i `'•'�_�...�:�` `� ` .`.. � . . . _ r�� .� .�. .:>;�'nw :�`'';:—� =�u ;a�ZC.i �� f _a ':, � ��'. Sdri..L � �I • .o. � � , r+ . �4� . : � `i` '1� ' r ' � �� .._i` .. . V u, /��'- ./; 1. 2. , 3. ' 4. ~�� A 6 . �� _ ,, } �'0' r_�`J t .�-j .. . ' `I . •` y. . � . f I I — �0 -�i�, V fa � • . 4< <. ( / __ � �� `� . ' �' �(� � . ' r =7�;. #13 / . . ` � _.1L` � n ' � _ ., � • . c� / � • ` � � !` � _. -! • • � � '—{�._ I �� i � �: ► � ) �� i . • l. 2. 3. 4. 5. 6. 1. 2. ' 3. 4: G ,� ; - ST,P. OYd GF11D� In*_erior azr fi1Tr. 0.6£3 ��'' '� : ' � � Cr'l � '� y ��Z;,G�s1�5S ri/j�� ,�-!l �NS /%..�� =�./32 „ ,�u�c'r�c': � = , vG ��/� f3 :'��; k . �� L'::terior air filra U. ]7 �rot�l ,.a. �a !�( ' �js - . :� ? 7nt�r;or air fi.ln �%•�B .3%Z"G��lSS F/��=/,: �iS'-l/ nJ /. o0 Z"Fi,e f+ir� -f"o��5 r /. �3 z-�/3s" i3��cT�r��r � .vG �.e1 �i� �3�ic,K . 30' Exterior air film 0.7.7 ToLal �C,.,7 !.�'�R= . pG Interior air film O.GB B ~Co.vC , f�L �C / • � / Fs� � � f�3�ic iG . 3� Exterior air fil:� Q• ].7 Total Z.3•q C�-%R= . �� , --- � _ e . � . . ` o �� . ,, �� , . ; L� � �` � � i — — i i�� - : .. _ . `,: . �/ ( v � ' � � • � � 1 1 -' /(( � .. ' • L � ' i� r f � �, _ _ � • /(! _. l, , . � �_ �� FIG. #�4 /(1 l � , • :,> ..- — - . // ( � /C / '� � �(_; : % l / //( � /f ( :..- ��f � NOTE: Indicate t}��e, �'?;" v�lue, denth and placer.tent o� insul�tio:�. . , �t ��i . . , taqe T+o _ ��LL S��T:ONS - Tiil/iN �.�I�t �� f �is /✓�L L . NOTE; Us� � of �p3que wall ar�a tor ••� • frame con�truction Oortstruetion 1!-V�lu! � '� 1. Inter;cr air fiL �•�� —� 2. //s'�G Y/. �v�O O •'�' 3. � inches sott wood 4. r s/ " � r t► t. �L � 5. a " GY/. ,��►�i . S� P�-'IG J 6. �a� rir film �i,uf�f�C�i� � = �� . G � Y7AT�L Totil d.7� �� .u= %R = . �� Is,� , � 2 FIG. #I1 TOP��IE[4 CF � �""—"'-- F?.�1SE caALL 1. In*_eri�r air film 0. 68 2. �/ " •�v�v . 45 I , „ 3, j/`„ � � .i/ � .00 � .�.��1 . ' 4 . s !I " �1v�GTP�r� Z, oG � ' �:. � 5 . �' � • �i ��"1 . � } 6. �i�rri� air film ��r�,Cii�1 � ,G° FIG. i�2 � �� '1'otal /5'.43 ._--_-- �-1�_: 'y . � �� - �` f' i/ - ��Q * , oG7 y T,� ,� ='I�;. #�3 � � • . ` r f � , � . • c� - r � • � • `. � , � • • . c� .' -! • . � ' l. Snterior nir filn «•�� 2. �/ " GL�>! �i -�� /�v / . � 3. " i� / i 4. ? „ �• � 5 . s � "G Y/. �sA�D � 6. Exterior air film�.��2�•,c A��l�i ,(o� Zbtal /G.�G U- �jP =, o S' � y f,� . oL l. Intezior air film O.GB 2. /a�3.(.�u.a�ti � r 3 q"� �.._ .r = .s�.t- /��r,or ,�c� �' . ? 1 . 4. - - s. ' G. Exterior air fil:� fe?f' .(�u Total � _/� � �1 /. ✓le c�-• G/ - �Q = � • = i GF11DE � .� +� 7� , �� ' �.` . - . • . � . . ` • ` . � �. � ��,� �� y� � �� _ , � � ..�jii . • ._ . -,,, � !. ��-- , • , � /�( " ' . ' -�� t • � I 1 � � . , :� ' i = %11 �� . � . /(! . . ` � /�/ FIG. 114 "- ' ' /ft � •d • . � �. _ . �i r ; - lc� X —. � �c �' s (r/ /l� � I(( : l�( _ NOTE: Indicata t��e,e, �'�':" v;,lt�e, denth and placenent oF i.nsul:,tio�. • ' . r nooi� /Cr ILIP:c ��—�� L �I � VLJ.j l �'entc;'. _ -... ,�� n j, , � -�� .i ) .�„ v� . �� ,'l:�.i r i�i;f�;..,7;T � j �� ; i 'i �,.'1;��;j�;., � ;� �, �jl I ,��-�,;,,��,��t�' � >�L`� � � � i�� Q � r�,c. ,:�. 7, J L�� 1 I Le2t ilc»* u uP . i F�. �' I .�i �1F,►Z��..�v.� s.n�fj.r��!tl_:��.e�_�.�-%^�.�?____�__�I� =�7Cti1 _•=--- - = - - - - _. ---'_�1 �� -. {�� ;� Il.� ;. � � � L`-' ! � �s_'' . ventcd F'IG. ;' �a . ��"""��• . _..-•--- � � � ��1 r-{ J � :� tv �. Y� -� Y l:C� 1 G1J . IIeat flow up F.r,r,. �7 T Page Three Constr.uction R-V«lue ].: Inter. ior air film 0. 61 2. 1,� G y� �./�tD . S 3. /P zZ �i►�S _ LZ . o0 4. ;�>:t_�:-i�r. ��i_r filr.: (�.til'1.) __ U.61 - - --- � Tor.ai ?�. 75 u - �/R - . o4t �_. I)T�'_'?'_C�Y c:iY 17.1;.. �• �:i 2 . �/i �� 9iC 7 'H/ ----- --- / .1 / 3- .3�/z" GLASi FiFl�QR �R-�� ) i! �� //. eo 9. F.>:ter_ar air iilm sti] 1 �.� � . �z " PL y 'a! �} = To �nc - / 3• o'� G�=�j�= . 07 1. Z;��? ce uir f.ii.m 0. 6:+_ 2. :i . �i . 5. Outside �ir film 0.1i Total ldotc: Use additional sl�ccts if rr.a_:� si�� is �:eeQed ior.dc�tai.ls a»d c�ilculat:e:is. % c�ty of Fridley AT THE TOP OF THE TWINS r � � � � � • COMMUNITY DEVELOPMENT DIV. ' � ti: ------� r � � PFOTECTNE�NSPECTION SEC. i � � � "'1 � CITY HALL FRIDIEV 55432 I � � "" �' �� 612-560-3450 SUBJECT BU ILDING PERMIT NUMBER REV. DATE PAGE OF 9� 0-F15 6/17/76 / / JOB ADDRESS 6041 Benjamin Street N.E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION DESCR. �- 1 Zander's Addition 2 PROPERTY OWNER MAIL ADDRESS Dailey Homes, Inc. 8510 Central Avenue N.E. 3 CONTRACTOR MAIL ADDRESS Etiigene W. Zander 4 ARCHITECT OR DESIGNEF MAIL ADDRESS 5 ENGINEER 6 USE OF BUI�DING Residential 7 CLASS OF WORK MAIL ADDRESS ZI P ZIP ZIP ° 13594 RECEIPTNO. J i`•� �l �If}�. APPROVED BV SEEATTACHED SHEET PHONE PHONE LICENSE NO. PHONE LICENSE NO. PHONE LICENSE NO. C� NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK •i� Construct a 40' x 28' Dwelling and a 18.5' x 26' Garage _iMPORrarvT� THt GTY Of FRIDLtY DOES NOT GUARANTE� ?ME NOtIFY THE FRIDLEY ENGR, 9 CHA �� REMOVAL AND REPIACEMENT. STIPUL%TIYF�R�'�'rovi��i�r'�"�{�'face drlveway. Provide sod in the front and side yards. Provide verifying survey before capping. Re-design roof rafters; provide 2"x8" or equivalent. WATER LOCATION: Stubbed to property - 20' south of sewer service, 16.4' north o 24" diameter oak tree, and 43' southeast of manhole (Approx. 7' deep). SEWER LOCATION: Stubbed to property - 20' north of water service; 3.4' north of manhole (Invert Elevation 937.04) Wye Elevation 936.91. Minimum footing elevation 939. 91. � ARN�N� SEPERATE F'�RMITS REQUIRED FOR MIIIRING eefiore d�gg��g �a�� gj� �GASt�c. � tEIEPHONE - ELECi HEATING, PLUMBING AND S1GNS, Ep gY tAW REQUIR TYPEOFCONST. OCCUPANCYGROUP OCCUPANCYLOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATWG. VENTILATING Of1 AIR CONDITIONING. WOOCI Frame THIS PERMIT BECOMES NULI AND VOID IF WORK OR CONSTRUCTION ZpNING SO. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT R-1 IZZO ANY TIME AFTER WORK IS COMMENCED. NO DWLG. UNITS I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION STALLS AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMP�IED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $33, 900 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pERM1T FEE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUC ION OR THE PERFORMANCE OF CONSTRUCTION. $4S. S6 �\ r pl nN CHECK FEE i C � rt , r; (� j( �._�. SIGNA7URE OF CONTRACTOR OF AU7HORI �AGEN7 IDATEI � HEN P�PERL�Y ��, " «/i.l� CyY. S�NATUF7E OF OW NER iiF OWNEP BUILDER� �DATE� CU. FT. OFFSTREET PARKING IGARAGES $16. 95 SAC CHARGE $350.00 TOTAI��' �-51 IDATED THIS IS Y9U�' PERMIT �'� �� '// j/ JG f)FiF � � � �� C Telephone 561 2505 CH�RRIER WINTER & ASSOCIATES_ INC_._____ REG/STERED PROFESSIONAL • LAND SURVE Y(�RS SUITE 306 VILLAGE NORTH PROFESSIONAL BLDG 7420 UNITY AVENUE NnRTN BR.00KLYN PARK, MINNESOTA 5544:� CertifiCate of Su rvey PROPEr?TY OF L _''� ... F' • :, . :,j ' . . / � �l . l l A..�l/.: . .. L„�� x �. ,. .: � l� Y�. t . , . . e . i ' '�" .�` U _� . ' _ . . . . . . . described as tol!�ws ��PERATE PERM�TS REQUrRED FOR wI��NG. l�E,�1�ANG, PLUMBI�NG AND' SIGNS. i 6� � �V� � ? �� J� �,�� A � � .\ � � 4�i � � � --Ih�PORTANT-- NOTIFY THE FRIDLEY �NGR. DIVISION R�GARDINC� UE�� Mt�VAL Af�D,R��A � AT �F21V�� PENf G��. I � , , ,.-- �,- .. / 1,I �_ _ , ,_ ��e.�e9e i v�,.�'�y CP3erflC/J 1 � i33. 92 �, _ , � - - - �- - - � , ,o i i . � � I � � �` � � C�.- � Lo� / i' S � � /�3. 9/ _ J I ' _ /- • , ; 6O I L_:J, � i � `- pf fRiD1.EY DOES �0� .A � E`�ia �r �}IE CITY �pCA7fON5 A��LIRACY OF UTILI7Y p�rPb5E5 U,•�:Lb �� DA7A �S FOR INFORt�AAT10E 4M �FitS pULD THE lNFO�c��r'i��. . n[.'It50N� US1NG �T � pt,� � H � St7E. I h,e�r�e�; �_ er+ , _ a� under �ny direcl s��„ . .r _� !hai � �,:� �� ., . ��y sf�.e� . �:��' ��rv�y�� under '��_ laws of "�r ..� e of M�rre5o4a , ' "!',< < �� . i�' i � �,` . - k. q N o 9d%� � Date -' , - N � ' .i � ,. . ��_ L. �_ � , I ' ,' `' L_ . , � RNIN� : �� V�1 A u�r�� dig��ng �all local �tc. gefiore ON� - ELEC�RI� - �ps ZEIEPH ,REp �Y �p,�' REQU -�e I nch equais �� _ fee! • Indicates Iron Monument Set o indicates Iron Monument Found Book Paqe Job No 30� i I � G(J� %� j4 ...�-�=-.. 7HE CITY OF FRFDLEY DOES NOT GUARANTE� Tti _ ACCURACY OF UTILITY LOCATiONS AND EtEVATIC. i::15 DATA l5 FOR INFORMATION PUrPOSES OhLY �.�;.� p�iSph1S USiNG IT SNOULD YERIFY iHE INFORMATION ON 1HE 51TE, S?`u��O � �,Pa �,�,C 7" y� -- v?d ��0 c.c_7� U i�' �SE��K., ��'i� � L G�.. J I�. v� �JQ2 �� o��.� „ c;Qc.-a-��-� Oa�. �� 5�3 � 5 �-�..� Q-�-a-� � /�? . �-%. ��,L '� , % � .�,F�� ,, G J�� STzc Fj�� J '?t� �'�,�Q)� , �( / �� i __�-�-�-____...._ � d �1 a 2 r �-1 [,J A �� r�., .5 �2 J z G� ,� 3, y � itl d � 7 �-t � �-y? , /-� , /,�U � E �.'-T' ,J�"`"� I ' ! � �r � "% � � � �. � %`.� � /T"J l O � C% � �O i / / � %i1 / lY � � l•l rYi �� .�,��.,v,h q 3 9, q � , ,, �ir C��Y pp FRIDLEY DOES NOT GIiARAN7E� A.GCURACY OF UTILITY LOCATIONS AND ELEVATIC. iN15 DAT+A IS FOR INS�u p710E �r��E� O�A710 � � ►�SWG � � � S� n 7� __ _ . � �—�— � .�r 0 �f// �r.� t-d�-�'• � 3 ,� �.�.,�- s'd 'x � s� '- //z d � �X 8 = � 9l d � . � /�,: y�,� .z8 - �r� d �.� _ � 3/ yy� 3 L LJ 4�D�J - �G '�t� � �,�- = y� / � � _ .� 8y�' � z � -� y� ' ' ' � ' ' ' ! f ' i ' ' ' ! ' I I ' ! � . � . . . _ _ _ _ _ ._ . _. _ _ i -� � �j Z Yf k /� �'%uvo - � �y�, .�� - // z o , .�� _ � ,� �yo � � X � ,� /-.>�� d X 2Z.GQ � a7�`� ,3�L.�d G — ya � k 7. �o � �, ..�-3�, �d ,� `3�3� q �/• � ! - �.4- �' 33� 9a1� , o a � �-�� _ �G �� , �,��, �- � � �i�� 3 / ��-�. � � � -1 - _1__ _L-- l - - - - ---- - - --�---�--�— �rl'LICATION 1�OR RL'SIDI:NTI/1L, AL'I'LRnTION, OR AllI)I'fION BUII.11ING PLRI�fIT CIT'Y O1� FRIDL�:Y, DIINNESOTA �� -��d Oj�INEK' S NAPiE : � � ��_ = " �� . � �-r � " ��' - , � -, � ' ' � � f � �;� r�� _ BUILD�R: ��. S�' "� _, , ADDI�SS: :"�� ' ✓_-f��.a_. )�, , ,.� :'t ADDI�SS: - ��_ , i � % �L�- ( .� N0: '`''/ / STREET: �S�'-1--r i a i" { ,.J !�_ ;�-�� LOT: BLOCK: ,�_ADDITION: [ �0 �J,,�� ' � 7�'� , //u �_ CORIrTLR LOT : INS IDr LOT : S�TEACK : SIDEYAP.D : Applicant attach to this form 1t�:o Certificatcs of_ Survey of Lot and proposed buildinb location drawn on these Certificates. ^ I�ESCRIPTION OF BUILDING , � To Be Used As ; /"�: ` � r . � . . ; �,�� • - Fxont : ' - � DepL-h : -� _ -� � � ileight: � Square Feet: r/ _,'� Cubic Feet: �p� f 4 v D � � ty, � ; � � , ; ,� , ; �.` _ ;```'�'rcnt : `� Depth : �'-^ � Height : Square Feet; ��-(�7 Cubic Feet: Type of Construction: ' i; �" '" Estimai:ed Cost: $��;;,�� To Be Completed: �_'�r "��<� �._�� `�' ,� � � (�0 ��Y' - �� / The undexsi�ned hereby makes application for a permit for the work Iierein specified, agreeing to do all work in strict accordance [ti�ith Lhe City of Fridley Ordinances and rulings of the D�partment of �iuildings, and hereby declares that all the facts and representations stated in t i's application ` �re true and correct. � , ` _ �-, ,; ' ., � ,/'+? _. , -. � f>`',. . � .� ; �'✓' � ,- ��/ ,�:�"A � , � , � DATE: -' -- SIGNATiJRE� _�'�c�;.: - "��'"�..... y (See Reverse Side For Additiona2 Inforniation.) �-,;,;K •, F ac� ,� 7 ; � �pj�,_,� i �-�� '� 0 , � i. _ . � �� 2 :� ; �. � S u�-. / L�, q �j � � � , � , � /!�- ,3�,��`d � ° �' _. ' � '/f g � .�"/ �-�.y � ,a 7'�L ��1� �� / a 5� �u. � A 7�r p,� s ; �f -�A� 5 ��► ,�'� ,�i�-� �,e �•' �Od J� q�_ ,�. ,�- g Q�4� Tfi�S 6�. ,�c� w.� +�-�� ' �`� . I � '+!" ,,__ � _ . BUILDING PEIZI�IIT PEE SC}II:DULL-' SECTION 2. The Inspector of �uildings shall, before issuing permits �or the erecti'on of any bitilding or structure, or for any addition to any existing building or structure, or for any alteration or repairs to any existing building or structure, upon application thereiore, require the payment by the applicant for such pennit o£ fees to the amount herein below set forth and in the manner herein provided to-wit: UNIFORM BUILDING CODE: �pe 1, 2& 4-$2.15 for each one thousand cubic feet, or fxaction thereof, in such cubical contents. Type 3& S-$1.85 for each one thousand cubic feet. ADDITIONAL INFOR�SATION For the purpose of computinb fees for building permits, the cubical contents of: any,building or addition, is determined by multiplying the ground area cover�d;from a point six (6) inches below the floor line of the basement ,ox tlie:"cellar tp tYie average liei;tits of the upper surface or i:o the average., h;eiglil;� o� the. roof surface of the main gable of a pitched roof. � :; . For repairs or alterations to an existing structure, the fee shaJ.l be at'the rate of $3.00 per each �ive hundred dollars ($500.00) or fxaction thereof i?z the cost of all proposed ti�ork. In no case shall the fee charged for any permit as set fori:h in Section 2 be less than $5.00. VERIFICATION OF FOUNDATION NOTE: Permits for construction will be issued a minimum of 24 hours fxom �he time of application, to allow for pxoper review of the proposed structure and �i the cons�ruction site. A Certified Survey of the lot, showing the location of the foundation, once iL- has been constructed, �ai_11 be xequired before proceeding with the framinb. CERTIFICATE OF OCCUPANCY � :±�..A}�.plication for.a Certi�icate o� Occupancy shall be made ten (10) days prior to the use or occupancy of any structure for which a buildin� pennit has been i's�sued; and said sL-ructure shall not be used or occupied until a Certificate . of� O.ccupancy has been issued. af 0 �, N c�� r ' �-�� ,�� T , / ,, � i�c o NEd ec � � 6431 University Ave. N.E. Fridley, Minnesota 55432 Tel. 571-3450 �� % � RECElVED OF $ � —� . .� � � ,; � ii�� — r� ADDRE _ _ _ _ , � % FO R �—_��.�.— � --� �t . � �, , • � ?G. --�� ,. , � - - ---- -� ----- j- - ---- -- � FUND CODE AMOUNT L � % ��=-� Marvin C. Brun il Treasurer ey ... . 4�-�- .............. , r / ,� --- — -�:�— - =.� � 9 % �., nN( .ICi INC. 51 vRlll M�N.:iO'4 � 4 . 1 I �. � ��. `". , .- ..� -`� _� y� ; �;> �� .5 ,.� �:.,� , .. � " � 4' � t 1 f L 4� . �: � .�."- 1 � s,s . ` ; � :�,�,�� :��' ; � � ' � 1 N '' . � y S. a � � : . Qy �,.� �::. ' � ',� . � f _ � _ � w � � 'i 1�, . � � . . t� h'R;p ^ '+ ,� .6 ''�i • � 1 � 4�: � �i �'� h � ' s' o c - . I � ! ��p: �.g �. ` y( 7 . o�. a � � � � � T + ^ � I r ,,R'., . y� O • � � "f � � ` _ y • o _ � 4 �;. N � � d i, � � , f�,� _;. � t i ., p ° � j 'R �y. t�- i � � i , ` � � � � n� .°. � � � d �l ;u +� k�. � `= J � , Y ,•* w � � �I ,�.. y � � � u , � ��Y � � r , i �'•'�. w�� a'� h ' � 2. " .; � r � � ., � ~ ,1..b� `, . ,.t qe�,r� �%.� � a ,�,; ' � N; �� . ; ' + . . � �� • � � ; ` •~'Oi.' � . �. � ` � � r ; . ro ! � � � � N� � N �_ r � � �� .56.,:. � ; . r� � •� '�'-- � � � � �. . � . f . � • y .I ? _.� � .e -. � . . a' . w y � ��¢ � ♦i' � , � � � � � y � � u � '�I • j 4 = � � J.��,j.. 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A H • . � • i r `1 C ' • _ - � t ` � , � � S . . � ;F ..'� � • ! a t - � �! f ! •� ��1 /1 b!►n �nh • = �l l'Jh �.. � h � �pu�� t! ■ {1, I�� f p f p �r G^� 0. p 1 ��♦♦�,(' Z I i Z n i w � '� f� ' �`q�g..W��. �t ��Rt��InT,i�.,'I��;�GfION�RwI^'�l� '�ejfyflrpNQ�� Wf r,�li<.��1�� =N��np t`'nl''�1�}�� Y �•• '"i�� t gt „J�� _ .., �\, .. f •.�;�...,oar , :X ; �"y�. � � . t . � � .� 1' . ^ � . ';9', x,.. L� : L3w:1; , ' a � � P . � � � ZZI �5 'NN �� . � � ,: � , 3��1� }{y0 �f�Ol 9Z6� �, �� ; �� .� , ° � ; ' �'.� 3.:� ` S312�1S�aNl 3Vu(lylllA .�0 NO�S1�10 . � . . • _ � � , � �t +�, °�:_ . �'� � t�a uou�u�o � � �� s, t r- �, �:"k ,t} n '.4.' . , - . � a � � - , � ;.,:vr _ 't • f �� Sf``�. . � . , . . ' � � ' �� . ry �:. ✓ M r . � �, �.tr r� ,._ �, �' ' a nr atc:i�v1�� ._. � .;� . .:_...,_�;�._ . ._ _.�..��L____ . ,. • : r _ , C?TY OF FRIDLEY APPLIC.4T:ON FOR POWEk PLANTS AND HEAT?NG, COOLING, VENTILATIOPJ, REFRI�ERATIO"J AiJD �iIR CCNDiTIONING SYSTEf'i� ,-1ND TJEVICES PARTI;�.L RATE SCHrDUL� G2aVI1'Y tiV^.R�I aIR: F�:rnac2 Snell & Duct Work Reolacement of I�rnace 2eoairs & :�lt2rations-up to $500.00 Repairs & Alterutions eacn a3d. $500.00 �IcCH_A\IC�L 1�'AR�I .aIR: F`irnace Snell & Duct Work to 100,000 BTU each ad3. 50,000 BTU Rerlace:nen*_ of Furnace Repuirs & �l�erations-up to $500.00 Fepairs & lltarations each add. $500.00 STLL`,f CR HOT 1ti:\Ti:R SY'STL.'�S: noiler & Lines up to 100,000 BTJ eacn ad3:. SG,C';0 B?'L' boi-ar only up to 1QO,COv BTU each ad�:n. 50, 000 BTU OiL B!.'i2\�4- to 3 ga1. per iiour each ad?. 3 cal. per hour GAS I3UR\ER- from 100,C00 BTU to 199,999 BTU (over 199,999 BTJ se2 Fee Schedule) r�:�rE To�raL $12.OG $ 7.00 $ 7.OG $ 4.00 $ $12.00 4.00 7.00 7.U0 4.00 $1L.00 4.00 7. 00 6.00 $10.00 10.00 $10.00 Jo� Address �� /` �-j 7./Iiil �Yi"Z6�Y� Yi Department of Buildings City of. r^ridley Tel. #571-3450 The undersigned hereby mak�s application for a permit for the work herein $ Iz •�O specified agreeing to do all wo�,-k in strict accordance with the City CoCes $`f•�..r) and rulings of the Department o; Buildings, and hereby declares that all the $ facts and representations state�3 in this application are true and correct. S n / $ Fridley, Minn. �- �'z J K/ , 19_ owN�:z _ <, ,Lc,c�c-�'t,r C c%-r, r��_. �-�- $ KIND OI' BUILDI.7G 't�� $ USED AS /1`i ,/„ f-Q�i�-r�-�' $ p �% i0 TO BE C0�IPLETED ?�BOUT J-;�I D` $ $ $ %i' • L'"�t $ G:\S F1"i l'I\G I i:1i5: lst 3 i'ixtures __ h , 3.00 $ �� Ad3itior:al �i>:tures :; E� 1.00 $ Gas Rany^e tc 199,000 BTC __ k a1C.00 $ .aIR CO\DITIOVI'�G S F�v HE.�"fING S1"S1'L�1S See fee Scheduie $ VE�TILATI\G SY:;TI:�;S S aLTER�TIO\S �, FEP�aI RS � S - S��ate Surciiarr.a $ .50 iGTAi, FE. $ �� D POUGH I`�SP Da�e ?IV.`v:. ZNSc . � � � ` �ate . rPPii^VFT, FOF, PER:IIT �� Ft�I�]S�ECTIGti FEE ($10.00) �4INI:•I;;�? °EE FOR A„^! H�.i;TItiG P�i.:�;IT IS $7.50 ESTIMATED COST � �� O • OLD - NEW BUILDING PE?uQIT ^:C. PERMI'I' N0. CG /�� ' D:".SCI<II'TIuV "vT' i'ui::�ACE/F3UFL":ER 3%• fi£ATING or POWER PLAN'PS, Steam, Hot hatcr, Warni Ai j No. #1 //U � Trade Namc S�4/J� 7/�G/ __ Size No. �� L��1 (� Ca_r,acity S<i. r't. EDR BT� �/ (��(! �� j K� ��/ i� S� Total Connected Load Lf _�/ / v� �.� ?Cind of Fuel /"�'t p,��_ BUFUVER - Trade Name �� I Size :vo. Capacity Sq. Ft. EI1R BTU HP � � �Ccmpany _� . ��. ��s Signed by �-'� .��. No. �' �� -�„� S�t k'g „a--�.r-�. ,.--- ��... ...,�� .�.�,,.�-.�_�. �- � ,� . m��_ .. _ �__ . _�� _ _.�� - �.�,.� _,�� . � , ��i THIS (S TO CERTIFY THAT THE COMPANY INDICATED BY AN "X” HAS ISSUED The Maryland THE POLICY OR POLICIES LISTED. THIS CERTIFICATE OF INSURANCE NEITHER :- AFFIRMATIVELV NOR NEGATIVELY pMENDS, EXTENDS OR ALTERS THE COW �� LAND CGSUALTV CO'.^P4.NIE5 ; ERAGE AFFORDED BY SUCH POLICY OR POLICIES. ��oo�r:MO„E • - �� AMERiCAN GENEFAL�GROUP �,' NAME ANO ADDRE55 OF IN6URED: :°�ll ;;eason Ccr:liort, Inc. ' 11�17 — l��tn ;;t. �3.,i . .:c;:; :,� `, .�on, �:inn. 7711'' ISSUED AT REOUEST OF: I �1�;� G� ; i'1(�� ;y' 61;.31 Universit�r _�.v�. ::.�. �'-ric�-le� , '��in. 57�:� ! � TYPE OFINSURANCE YJORKMEN'S COMPENSATION AND EMPLOVERS' LIABILITV GENERAL BODILY INJURY LIABILITY GENERALPROPERTY DAMAGE l_IABIUTV AUTOMOBILE BODI�V INJURY �IABILITY AUTOMOBILE PROPEFiTV DAMAGE LIABILITY CHECKMATE POLICY (BLANKET EXCESS LIABILITY COVERAGEI POLICY NUMBER l:�i: Jc�.��.V ( 1 ��'. k1—� :> �° 2 :Y�� a{� `�ri � V�� F. � Cnprtifirttf� u� �risurttnrr � 02 MARYLAND CASUALTY COMPANY ❑ 07 NORTHERN INSURANCE COMPANY OF NEW YORK � ❑ 08 ASSURANCE COMPANY OF AMERICA POLICY PERIOD LIMITSOF LIABILITV STATUTORV WORKMEN'SCOMPENSATION o—til= l'c�b-21— l i � 1�0 0 0 0 � EAiPLOYER'S LIABILITY i / r r; EACH OCCURRENCE AGGfiEGATE �-;1-7 0�6-�:1- (, � � OC , 0 0 0$ %�'� , 0 0 0 i � � EACH OCCURRENCE AGGREGATE r�-21-`� �; 6-�:1-77 Q� y� , 0 0 0$ 7'� , 0 0 0 �P % EACHPERSON EACH OCCURRENCE � ,000$ ,000 EACH OCCURRENCE y �� EACH OCCURRENCE AGGREGATE W s � � � � � � 0 � Such of the following extensions of coverage are in effect as are indicated by �: GENERAL LIABIUTY � COMPREHENSIVE POLICY FORM ❑ EXPLOSION AND COLLAPSE HAZARD EXCLUSIONS DELETED ❑ UNDERGROUND HAZARD EXCLUSION DELETED ❑ BROAD FORM PROPERTY DAMAGE LIABILITY COVERAGE ❑ CONTRACTUAL LIABILITY (AS DEFINED IN POLICY) � PRODUCTS AND COMPLETED OPERATIONS COVERAGE ❑ AUTOMOBILE LIABIUTY ❑ COMPREHENSIVE POL�CY FORM ❑ EMPLOYER'S NON-OWNERSHIP AND HIRED AUTOMOBILE COVERAGE ❑ DESCRIPTION AND LOCATION OF OPERATIONS TO WHICH ABOVE POLICIES APPLY: IN THE EVENT OF CANCELLATION OF THE INSURANCE THE COMPANY AGREES TO C�IVE NOTICE TO THE PARTY AT WHOSE R�QUEST THIS CERTIFICATE IS ISSUED. � - ,�-' / DATE: cTU1.ji l� I_`>7U gy j'��'^»�._ �/ �-- �h-'/_�";--� - i Authorized Representative 3499 Rev.B-73 °"'iri�o Y.1 F ° �z ��.��.2 .' �3�.L ot � ; r �tJ C� v�l �'Z1�1 n r� �+'` f�sa e c..{ ,[�, r"! .�'' f-'1`" ^� �t.: �/J� � � 'i' O �t-. s �� !. � `... � V'►,.. �r �,: �% F � /' /Y C_..� / HEAT LOSS CALCULATIONS DEPARTMENT OF BUILDINGS �� `'' WEATHERSTRIPS AS.H.V.E. T1fPE OF CONSTRUCTION INSUUTION 6uid� Windowt I Doon R�f��^�� Ou+. W�I) I In4. Wdl Giltnq Roof Hoor Kind I C�iling W�II Y�:—No Y•:—No 19 � FI. ni:-n,� ., Room I L.�n fh ' ' " �, • � I � 9 /�"_=` Wid+h �;-> H�iyht �H. I j% c-;,' Room I L•nqth �� ,� Width � Hsighf WINGOWS and DOORS — CRACKA6E �nd AREA WINDOWS and DOORS — CRACKAGE and AREA Width H�iQht No. o L nwl ?. An� Wldfh H�iqht No. of L�n�al ft. M�e No. o} pan• af p�n� 11 h}� o} er�tk �q. H No. of p�n�i of pen� liqhtt of creck �q. ft. �— � � �► a .._��' �:� ►�? ;� I � �G /z- �— �— 3' `�- � � 3 G co.r. � e+�. In$Itr�lioe Doon --- p 6p. W�II 61ast � � ' N•+ 6p. W.II Q �� Int. Wall �°�-�� a 7 Gilinq or� , Tof�l Btu. � R�y�irsd sq. (f. E. D. R. or cq. ins. W. A. L��d�r �n• �/��"'�+Roan I L�nqth �� Wid+h �� H�iyhf WINDOWS .nd DOORS — CRACKA6E and AREA No. �Width H�ipht No. o} LInN An� — of ��n� I of p�n• Ilpht� I ol u�ek � �q. (1. .� .��I . �"� J�-� �> l � � Wlnd Infiltr�fion Doon 6p. W.II 61au N•+ 6p. WII Ini. Wdl �.��i..c C.ilinq or�ar Tofal Btu. R�quirod �q. f4. E. D. R. or cq. ini. W. A. L��d�r •r�• p. I��1�/ .' Room I I.�nyfh J� '� Width �-- WINDOWS and DOORS — CRACKA6E •nd AREA I Width H�Iqht No. o} Linul N. Aru No. � of pan� of p�n• 11 hts o} cwck � H. �T /Y', L�. I +f �� i��G � > �� Co�f.I Bfu. Infiltration �"'"°O1M' � – � ''�� Doon 6p. W�II Glnt Q �' �� Q N�1 6 .. Wall � p � `� "� In4. Well �.. c��.. o � <� � � Gtliny o� ibEf '� / � ;! � Tof�l Btu. % R�quir�d tq. ff. E. D. R. or sq. inz. W. A. Lsadsr aree � FI. I��".� Room I Lsngth '� `'y � y Widfh �� 3 Heighf � WINDOW� and DOORS — CRACKAGE •nd AREA Wldth H�iqht I No. of Lin�al ft. An� No. of pen• of pen• Ilqhfs o} crack sq. N. �- ,� 3� :�� , z /D �_ N �,-�' /�„ Co�f. Ofu. Cosf. Bfu. - � Infiltr�tion p �odow� � 6 . W.11 � �.7 OG 61�u / � $ b � d � `_,si..? N•t 6p. W.II / �j _� �L.� �, :� �"s Int. W�II � � {��vv� � � /D /.3,��: c.�ic�9 0��— �� p � Tot�l Bfu. ' ;";� R�quir�d sq. ft. E. D. R. or sq. inc. W. A. Lsad�r erse � H�iyh4 '� FI. I ;�a � �, : Room I L�ny+h �/G Widtb I j' j Height �" WINDOWS snd DOORS — CRACKAGE snd AREA \/�LV�� Wld}h H�iqht No. 01 Lln��l M. Ar�• �/ No. oi p�n• of p�n• Ilqht� of cnck sq. ft. i ,. :� L�./C� 'i lV (1"�� / � i-A�i fw �/ : ��.6 �.. ,� � 2. c'? ,�"-' r�:f �•' �r't? / Co.f Infilfrafion W.II � Nri 6p. w.11 i�+. w.0 t €�1 C�ilin� or Gieer� To+�l Bta. R�quind iq.•H. E. D. R. or tq. Int. W. A. L�ad�r •r�� xT•soo-e-se Co•f. B+u. InfiMrafion Windowt / � � Doon 6 . WII �(� � 61�u oZ / � ' ' �' �.1 3 � N.i �P. w.n t7 '�. , ' ;" i�+. w.n �-�l n " 1- c�D I 5 � rY / 3 � � p�% Gilinq or.ibe/ .'-�57 �' 7 �p Total B1u. ,,�j � R�quind iq. H. E. D. R. or tq. ins. W. A. Lsadsr ar�• 6RAND TOTAL�°2� .• CITY Cr FRIDL�Y AFPLiCATiON FOR FWMBING AND �.4S �ITTING �ERMIT � MI '� � '� � �9ater o� ro I � • x c� A y� �.,, y q i.� �, F-�, f C Heat-er �t N N � �^i � � v � I � �� F,� .� � a , I •.� � a7 ro C I cn .x � a � I E � � • •,� � .c c c 3 O U�� G.0 U ci H �' �� :� '� C u� .� a O O :-+ N:� N N u: y � � rs a s+ ro ri �� ro I s+ o � � ro� m � ��+ ro +' � as � lecl ul U a c1 rA ul ^s O:s, c1: [:� U q�" 3I C.� I.e. C7 O � � / �� X �st j � � 1 �°° � I I ( � I � i — ��3 � I � � ' 4th �! 1 � I (R) = Future Connecti.o:: Onening Cor.nected with Sewer � (*) = ti��.a ._xtur_, Gld O, cr.ing I Water y� PARTIAL RATE SCHED'ULE PLU�[BI\G FI\TU?2E R�T�S: N0. RATE TOT:�L N,u^.ber Fixtures Future ritit��re Opet�ing Nea Fixtur�, Old Opening Catcn Basin F7ater Heater - tc 99,000 BTU 100:000 BTU to 199,000 BTG Water Softener New Groun3 Ru� Old Building E12ctric Wacer H�ater GAS FITTI\G FEES: lst 3 fir.tures Additioaal Fixtures Gas Range to 199,000 BTU REP.4IRS f� ALTER4TIONS First $100.00 eacn add. $1G0.00 or fraction �_ x 53.00 x $2.00 x $2.00 x $5.00 / X ss.00 r. $10.00 Y $7.00 x $5.00 X $5.00 j X S3.00 x Sl.00 x S1o.00 55.00 $2.00 State Surcharqe '�OTAL °EE REINSPECTION FFE (S10.00) S 27.Go $ $ S Y S��c S S $ S $ 3• L^ c. $ S S $ $ .50 S �S • s� Job Address ��'( �i� d Department of Buildings City of Fridley Tel. #571-3450 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 Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct Fridley, Mn. !- IS , 19 7S- OWNER _�G(.�dtl ir.-w.o.7�' �KI1D OF BGILDING �• USED AS �-�,.s-C� �+�✓t� TO BE COMPLETED ABOUT 7'-( "%(o ESTIMFITED COST ��L'C n� OLD NEW BUILDING PERtdIT N0. PERMIT N0. ( D� I•� Compa:�y ��-Q�Lt�-� � '~ fd' Signed By (xCCZl+1-C,� /�.�.�.� Tel. No. ��S � d S � ROUGH INSP. Date FINAL INSP. ,., - j ( � �. ---r Date APPROVAL FOR PERMIT �J� MINIb1Ub1 FEE FOR ANY PL'J:�SBING PER"4IT IS $7.50 i ,� o �-1250 ,� N �� l3��- � ___.__ _ ___ d . � �� • , . �. Building Job Repart . � � , J tS.� � .. „ ,, ' ,� �� i�, �v _ . ADDRESS ��'`—� � � �� 1 � � ,�.d � OWNER � � . 1 , -----�'��-' • • BUILDER � � C_ � � � � � PERMIT NO. I . pqTE � -;� v r " ' �,,,• i pESCRIPTION .i,�,�� . `JJ � �l INSPECTION RECORD ► • REPOi�T Y •� pqTE , � � ;. ` - � � c iC .� . 7- - �° C � - .e� � . � � � n • s f� q � � t • �� / _ � C' � � �^ L• r�lG � � 5..:. �. ` ., • �,. > �>�..,; ,�.+ � � � f"r"� �. , � � � �_ � � .. . _—. , . �� r� � j �. _._ . .- .� ;�. ._:._ ,. �-.�.� , , , ' . N � �; � � , � � �,"''�-�- ,. �-- _ ...r ' I , �,� . � . . �.. ' ; � �l :�) �� ?� � � "' , _ ,� • : � '• ,� '�. � i K� N � � � �'.. � .... J�.t . `. . ,... . . ,. . � �5 " � � } ^ - ).� F' �-`. � ._�.. � . .._. _ - -�. y � 1�� - ..w; ( �� 2. �� / �,A� / � �I" � � �y T" li\.J , j \ �f- �✓ ' � �E ,� , C= > �.'�'` i �. ,� i �' 6 l, t � •'� �` ` y.2,�,..�. ;,° ,�-��.. � ' ;� ' . .. t', ;i` � i / � �`, � `, '2� ,� r� V.� I; �J _ev��.._., � � r ;� � ��i, �s.�> % � • /A7 (.�� ;, � � !� ` 1 �` �I Y � � Mli4_11 n � i� . ,i A..e � � � � y7� � �� : a �' . . ... t °-°"" M, ... ... ` n C-:,S ` � `• p 7`� r� ��. � � .�-��.` ,.� : . � ��} � i INSP OR " / I ' .., � . •�jl �`u,�'�• � REP. `� }.r.;i ,_ OWNER - __ �/ I '�a.. .,.... .. -.� '_. ��.T ._..___,_�___ _.� ,� , � O J I� }�.� �---� �"" �`�'��'`f , �� !� � 560-3450 ��t�o �°�c��e J � ANOKA COUNTY 6431 UNIVERSITY AVENUE fVE September 24, 1976 FRIDLEY, A�INNESOTA 55432 Dailey Homes Inc. 8510 Central Avenue N.E. Spring Lake Park, Mn. 55432 Re: Final Inspection at 6041 Benjamin Street N.E. Dear Sirs: A final inspection on September 24, 1976 of the above address noted the following items that must be completed before the construction can be finaled out; l. Provide a verifying survey 2. Post house numbers on structure 3. Provide guard and handrails on the front step 4. Provide frost cover on north wall near back of house the same as the front 5. Provide a door closer on the door between house and garage 6. Provide guard and handrails on inside of house 7. Insulate exposed walls in basement 8. Repair firewall in garage 9. Provide hard surface driveway 10. Provide sod in the front and side yards We will expect items 1 through 8 to be completed by October 11, 1976 or prior to occupancy and items 9 and 10 to be completed by October 25, 1976. If any problems arise that will prevent you from completing t:�ese items by the appointed dates, please contact us as reinspections will be scheduled for on or about the appointed dates to determiiie compliance. S ir�eere ly , \ `� ,l C DARREL G . CL11RK Community Development Adm. DGC/mh CC: Mr. Zander . �,,, 560-3450 �ito rid�e � � ANOKA COUNTY 6431 UNIVERSITY AVENUE NE October 7� �976 FRIDLEY, MINNESOTA 55432 Dailey Iiomes Ince 8510 Central Avenue N.E. Spring Lake Park, Mne 55432 Re: Final Inspection at 604i Benjamin Street N.E. Dear Sirs� An inspection on October 6, 1976 di the above noted structure was made to determine if any of the correction work from our letter dated September 24, 1976 had been completedo We found the following items were still not corrected; 1. Provide a verifying survey. 2. Provide a hard surface drivewaya 3. Provide sod in the front and side yards. 4. Provide �rost cover on north wall near back af house tt�e same as trie front. 5. Insulate exposed walls in basemen�e We will still expect items 1, 4 and 5 to be completed by October 11, i976 or prior to occupancy and items 2 and 3 to be completed by October 25, 1976. If any problems arise that will prevent you from completing these items by the appointed dates, please contact us as reinspections will be scheduled for on or about the appointed dates to determirze compliance. Sincer� � � RON H LDEN Building Inspection Officer RH/mh CC: rir. Zander �E1��0 T0: Ralph Volkman, Supte of Public Works �^Et�10 FRO��i: Tom Co f bert, Assi stant City Engineer DATE: March 17, 1977 SUF3JFCT: Zancier"s lst Addition - Storm Se�•�er Inspection �n rlpril 5, 1977, the one year main�:enance bond will expire for ��h� s�;orm se�,ver constructed along the north lir�e of Lot 1, Block a; Zanders lst A,ddition,(604"1 Qenjamin St.). Will you please �.rran�e to hav� a final acceptance �inspection so that any requi�,ed ��vrl: can be claimEd under this bond prior to its expiration? I� �ihe response regarding the present condition is made in ua,rit�ing, we avill place this correspondence in the appropriate � ;i ;i e . ��Z/jm /� G�'�'/ CY'�/�`;� •�� sue�ecr PER City of Fridley . 14005 AT THE TOP OF THE TWINS g U I L D I N G P E R M I T r � � ` ECEIPT N0. COMMUNITY DEVELOPMENT DIV. r � y � PROTECTIVE INSPECTION SEC. ��/ � � ; r/ � � /"'1 � CITY HALL FRIDLEV 55432 NUMBER REV. DATE PAGE OF APPROVED BY � ""�� ,�� 612-560-3450 910-F15 4/18/77 � � JOB ADDRESS 6041 Benjamin Street N.E. (Old House) 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 1 1 Zanders Addition SHEET 2 PROPERTYOWNER MAILADDRESS ZIP PHONE Dale Movers, Inc. 7816 Central Avenue P1.E. 784-4269 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 4 ARCHITECTORDESIGNER MAILADDRESS ZIP PHONE LICENSENO. 5 ENGINEER MAILADDRESS ZIP PHONE LICENSENO. 6 USE OF BUILDING Residential 7 CLASS OF WORK J NEW � ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE X 8 DESCRIBE WORK Move buildin from 6041 Ben'amin Street to Rice creek Road to outside of City. 9 CHANGEOFUSEFROM TO STIPULATIONS TYPEOFCONST UCCUPANCYGROUP OCCUPANCYLOAD SEPARATE PERMITS ARE REOUIRED FOR ELECTRICAL, PLUMBING. HEATING. VENTILATING OR AIR CONDITIONING. WOOC� FYdIR2 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 R-1 ANV 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 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $I.�SOO None DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pERM1T FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRU ION OR THE PERFORMANCE OF CONSTRUCTION tiS1O.00 .��(Jy y� ��ay,a ,_ 7�= PLAN CHECK FEE TOTAL FEE v�i � � ✓-� ��,�-�7 $10.00 SIGNATUREO CON'RACTORORAUTFiOR12EDAGENT IDATEI T WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT -1 _ ,� �p��'f1� _ �SIGNA7UREOFOWNER�iFOWNEFBUiLDERi iDA7Ei B�DG �uSP ��47E � D� l � a �nc�v ��_,��-�-� _� � City of �'ridley t � AT TME TpP O' TME TWING � , � �j ; L-"""± GOMMIiNITY OEVELOAMENT 01V � � PMOTEC7�vR �M1�iCTpN p�►7. 1 I� i ' C1TY Nl�l.l FI{IDLIY SiNp � �----�-�.---�, t N3-eW-7�0 Y�operty Owner ✓Ci1'C% ;�'iCx�'.,lr' ,. i,);r�. �resent Lot No Bloc No t Legal � To Be Moved To �`�� i'_ v:� %'�"�G2 t` � `-. � - Expecte�Time �n oX''.[Ti i_ tuBJEGT �o«�a�� MOVI��G PERMIT APPLICATIOiJ s � i��i'� ._Q -, rX� a /��.i �.,e .�'�- act or �crd'ition � o �? ��,%Y�� h �i r��!r�%��s�-�� . C% �1 /� �- _/! lc:i i'i-�/;� L LG '_ Actares s � `Xi C, � r ;c/=�=�C/�L-�L� /r Estimate Cost �^, ._ � L ' <- i 1 ky Yermit No. ' Receipt N�. ; ! i OF � ROvfG Bv— � I 1 �UU on e - ---- -- 7�-�- �/� C i -----a -- --� s -" -Z:icense�o.�� Routing ti5/' z� i!7_, s>:� L�' ✓� �f'�! %� 2�f' �%si ,C- i� ��.' � i� �, t s d� --� Approved By: � Utilities Notified: State whether notifi.ed and date Minneapolis Gas Company Engineering Department 372-4850 Northern States Power Company Customer Business Office 330-5540 � � _. _� Northwestern Bell Telephone �o. , • Business Office �- !--'� 332-4112 App'roved By Waker & Sewer Departmen�: I All Bills Are Paid ' 1 �� .�-�'��-�'3�'� Services Are Disconnected ; The undersign�d Ylereby makes appli.cation �o�'(,�i perm1C to moVe tne ouiiatng described above, agree�n�, to do all work in stric� accordance with the City Qrdinances and rulinga of �.he Dep�rtment of �uildinga, and hereby declares that all facts and rep�esantations &tated i.n this applicat'lon are t7rue and correct. �� - `� � i � ,-, ='�-, �' - ��`' -'��_�_Ci f �"�-L��/-io � � � O f.� %'��. � � ' �`��' ' �L��-�1�2�.� i Contractol*�� i � ��- / �° ._ �' i' i - �ate (. . I