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214534ORIGINAL TO CITY CLERK CITY OF ST. PAUL OFFICE OF THE CITY CLERK COUNCIL RESOLUTION - GENERAL FORM PRESENTED COMMISSI, COUNCIL 21-45q-" FILE NO• - RESOLVED, that the proper City Officers are hereby authorized and directed to execute on behalf of the City of Saint Paul a Professional Service Agreement Between said City and the Soil Exploration Company providing for soil boring investigation and reports for the Arch- Pennsylvania Minnehaha Highway Project in accordance with the terms of such Agreement; a copy of said Agreement being marked Exhibit "No. 111 attached herewith and in- oorporated herein by reference as fully and completely as if the Agreement were set out herein verbatim. COUNCILMEN Yeas Nays Dalglish Holland Loss Mortinson In Favor PetersIIrk--\ Rosen Against ✓ Mr. President, Vavoulis 10M "2 Council File No. 214534 — By Milton, Rosen— Resolved, That the proper City Offl- cers are hereby authorized and directed to execute on behalf of the City of Saint Paul a Professional Service Agreement Between said City and the Soil Exploration Company provid- ing for soil boring investigation and reports for the Arch - Pennsylvania Minnehaha highway Project in accord- ance with the terms of such Agree- ment; a copy of said Agreement being marked Exhibit "No. 1" attached here- with and incorporated herein by ref- erence as fully and completely as if the Agreement 'were set out herein verbatim. Adopted by the Council September 3, 1983. Approved September 3, 1983. (September 7, 1963) SEP 3 1963 Adopted by the Council 19— SEP 3 1963 Approved 19_ Mayor DUPLICATE TO PRINTER X1-4534 CITY OF ST. PAUL COUNCIL NO. OFFICE OF THE CITY CLERK FILE COUNCIL RESOLUTION — GENERAL FORM PRESENTED BY COMMISSIONER DATE RESOLVED, that the proper City Officers are hereby authorized and directed to execute on behalf of the City of Saint Paul a Professional Service Agreement Between said City and the Soil Exploration Company providing for soil boring investigation and reports for the Arch - Pennsylvania Minnehaha Highway Project in accordance with the terms of such Agreement; a copy of said Agreement being marked Exhibit "No. 111 attached herewith and in- oorporated herein by reference as fully and compietely as if the Agreement were set out herein verbatim. COUNCILMEN Yeas Nays Dalglish Rolland Loss Mortinson Re�, Rosen Mr. President, Vavoulis 10M 6-62 In Favor d Against SEP 3 1963 Adopted by the Council 19— Approved 19— Mayor aROWAY A-1 U1 - Al FORMERLY OPERATED AS A DEPARTMENT OF TWIN CITY TESTING -AND ENGINEER ING.,L�4gO1�ATO RY, INC. ; 0FFICaas CHASSIS W. U TZIUS - PresWoM NW" F. WITTMAN - Ex*Mly Yke-Freddem 244.6 F R A N K L I N AVENUE NORMAN L HENNING - Vice- ►reswer l CLINTON it. lug -5.re" ST. PAUL 14, MINN. BONN F. aISIASON - Tr.n„n.r i May 271 1963 City of St. Paul Department of Public Works 234 City Hall & Court House St. Paul 2, Minnesota Attention: Mr. Roy E. srieder Bridge Engineer Gentlemen: Re: Soil Investigation Arch - Pennsylvania- Minnehaha Project In accordance with your request, we are submitting a proposal for an investigation of the foundation soil conditions for the Line "A" alignment for the above project. An investigation was made for the first alignment during the summer of 1962 and we understand that the specifications for the presently proposed borings will be substantially the same as for the previous borings. We have received a plot plan showing the proposed boring locations and a tabulation indicating the suggested minimum depths for the proposed borings. We have inspected the site and find that we will be able to get our equipment into most of the boring locations without difficulty. At several of the locations it will be necessary to hand pull a small Jetting rig to the boring. We understand that the exact boring locations will be determined on the site by others. We also understand that the City of St. Paul will obtain temporary right of entry to the private property and that we will be responsible for supplying any additional insurance required to protect the property owners. According to the tabulation of minimum depths of borings, the field work in- volves 19 borings,,With a total of approximately 583 feet of borings. Since these are minimum depths and it may be necessary to take some of them deeper, depending on the conditions encountered, we have included an additional 150 lineal feet of boring in our cost estimate as discussed with you. We would conduct the investigation in accordance with our standard schedule of fees which are attached. i E�chibif �4 AX A ?%%n VAL VZOTZCTIOM TO CLIENTS, TM= MILLIC AND 0Vr=LVt41, ALL CEPOAT6 AM CUOYITT[D At rVT CO:'rJ -_= _TIAL CL �' Pap 2 i city of St. Paul Arch - Pennsylvania- l'ir•.nehaha Project May 27, 1963 Based on the work as discussed above, we estimate that the total cost of the field work would vary between $2400 and $3000, depending on the type of soil encountered (amount of extremely dense soil, boulders and so on) and the actual difficulties encountered in checking utilities and setting up equipment at the boring locations. We understand that we are to prepare Engineering Reports and conduct laboratory tests if necessary. We estimate that the total cost under items would vary between $300 and $500, depending on the number of laboratory tests necessary and the amount of Engineers time necessary to prepare an Engineering Report. Based on the above discussions, we estimate that the total cost of the investigation would vary between $2700 and $3500 and guarantee that the total cost would not exceed $3500. Verf truly yours, SOIL EXPLORATION COMPANY Robert F. Wittman, P. E. R.FW/bc enc. 3 1 Exh 1Ev1 �4" SOIL I (,_um -Field Work a • ti A. Staadard field crew of two mm and soil exploration equipment; 1. Non Rotary Soils Machine: Standard penetration test borings in accordance with ASTM Designation D 1586 -58T to depths of approx- imately 50 feet in soil. per 8 hour day $ 92.00 2. Rotary Drill: 5Apable of flight auger borings(including hollow auger) to depth of approximately 50 feet; standard penetration test borings in accordance with ASTM Designation 1586 -58T to depth of approximately 200 feet; rock coring to depths of approximately 400 feet; and special soil sampling. per 8 hour-day B. Additional crewman (used when difficult sites-require additional help, or when the use of an additional man will reduce the overall cost of the work) per 8 hour day C. Power auge) - capable of 4" or 6" flight auger boring only, to a depth of approximately 35 feet in soil(with one operator) per 8 hour day D. Seismic Investigation. Quoted on individual job basis. S. Job site services by principal engineer 1. Engineers services per day ' per hour 2. Expenses F. Job site services by soils engineer or field engineer per hour G: Soils Technician. (field work) per hour H. $penses: 1. For sites away from the immediate vicinity of the crew's home laboratory: a. Transportation of equipment and crew to from and return b. Crew living expenses 2. Truck rental during exploration per day 3. Vicinity and job mileage per mile 4. Diamond bit wear, if diamond coring is required 5. Replacement of abandoned equipment is charged when it is considered more economica:jto abandon sampling equipment and casing than to recover at our regular daily charges cost 6. Miscellaneous job- incurred expenses not covered specifically by this fee schedule (such as phone calls, freight charges, special equipmert rental, etc.) SOILS (Rev. 6 _ 62) Subject to change without notice . -Whizvl :4 -/, .f $128.00 $ 32.00 $ 96.00 $100.00 $ 12.30 Actual $ 10.00 $ 6.23 Actual. $ 8.00 $ 0.10 Actin Actual Actual TOLTZ, KING, DUVALL.- ANDERSON & ASSOCIATES, INC. ' COMPUTATIONS FOR,_ a._��;_�� Sr SHEET. OF ..... _ .. DATE. -Z- , CHKD. to T L o c. A T �� 6?t 11 l �a ,1k, 4 tl €.a�� c•-1� i �2 tr r �i Me <;;;�� C�.. 1 t—% c''t ,\`r v' A �'- lam' �'L L.�` ` C"i r 4a v t l�XZ i U �r�= 1 e� �,?, \`i Lc �•� DR T o t �.0�eO A 'PZ)te 7 k.A,'C'LOt TiE�Tkk f._T D kt vt � 1 - A 1,11. �:�i � �6�kJ -r-•�- ��r.�'C°' ,o` wore#' 4 4 S Z-- ' 1 cam. '� . , i 4S' .Y. th.�� .. _r.�Y.r l¢1��..�'F << LT i o -t z.'z 3z. 4„31 14 (c - p► (�' ors `+�„ �"' t'.a3 Z '` 3 I' LT A 32.' L -T 13 + 6z. i • A U v �� �3 a�� -Lo Nkorxz 2, ""` I + CIO -� I Z a " --' f �Lt n C R•`,�'C �. `- ! 41a�.. ' 3 S1 k, 11a'�C _ I7 ^T 8c� 15-A 1' ��w-. 14c � 1 �� �` � 43`- r��r. ��� i IzDi 17- A -As- eu-c' 4 telT t Z ! + 4a 641 L.T. Nerd No. 1 D- DR T o t �.0�eO A 'PZ)te 7 k.A,'C'LOt -t C I w I N klFTl fiat rz aF 3 R F V*cr10?�; ?t1_.E- I0"_0146, ail1 A 2-0 Mtk LOAD,! I�lQTR t t .2 0-- OK T kt ;z,ovc.K UQ MV F1" W``a l a�!.;.4.• r 4•''W"ik, ✓ -ilt� . 1L.�! .Y. th.�� .. _r.�Y.r l¢1��..�'F ,i'..•11-k' cam`+_ g p �, ��r � � 1 \� f. .- .�. > ''�� ii:. .. r �� - 7 w �1'� _ - '� �� �~. :rlf. ` � �4. -��I ..�I'� �.. t._��� '�. CITY OF ST. PAUL DEPARTMENT OF PUBLIC WORKS 0 Specifications for Soil Test Borings Arch - Pennsylvania - Minnehaha Project s_ . -z 1. SCOPE: The purpose of these borings is to obtain data to aid in the design of the substructure for the proposed bridges over the Great Northern Railway, Northern Pacific Railway and Lafayette Road, and information about the character of soil that may be encountered in the grading of the proposed roadway. 2. IDEFINITION OF TERMS: r When the following terms are used in these specifications, their intent and meaning shall be interpreted as follows: "City Engineer" - The Chief Engineer of the Department of Public Works, acting directly or through an engineer duly authorized by the Cormu- ssioner or the Chief Engineer, such engineer acting within the scope of the particular duties assigned to him or the authority given him. "Engineer" - The company or party who enters into a professional service agreement with the City of St. Paul to perform the work of making the soil investigation. 3. INSURANCE AND INDEMNIFICATION: , The provision of the City of St. Paul Specifications for Street and ''- Sewer Construction relating to insurance as set forth in such speci- fications on pages 1 -13 through 1 -16 are incorporated and made a part hereof as if fully set forth herein, it being understood that wherever the'w ° rd "Contractor" appears in such standard specifications, the word " Enginneer" shall be substituted instead and it being further understood that the specifications referred tc are the Standard City Specifications approved by the Council of the City of St. Paul on April 1959, C.F. 192077 as amended and on file in the office of the Commissioner of Public Works of the City of St. Paul. The Engineer shall assume all risk of, and shall release, defend, indemnify and save harmless the Great Northern Railway Company and the Northern Pacific Railway Company, hereinafter referred to as the "Railway Companies" and the City of St. Paul from any claim, liability, loss, cost , or expense resulting from loss of or damage to the Engineer's property, _ ;mow L to property in its custody, and to property of its employees, agents and servants, and from injury to or death of the Engineer's agents, employees and servants while on or about the premises of the Railway Companies, howsoever caused. The Engineer shall release, defend, indemnify -and save harmless the Railway Companies and the City of St. Paul from loss of or damage to property by whomsoever owned, and injury to or death of any person by whomsoever sustained, caused by any negligence of the Engineer or any of its employees, agents and servants, or the joint and concurring negligence of the Engineer, the Railway Companies and the City of St. Paul. The Engineer, with respect to the work that he performs, will be required to carry regular Contractor's Public Liability Insurance in limits of not less than $250,000 for all damages arising out of bodily injuries to or death of one person and subject to that limit for each perm, a total limit of $500,000 for all damages arising out of bodily inj ies to or death of two or more persons in any one accident, and regular Contractor's Property Damage Liability Insurance in limits of not less than $250,000 for all damages arising out of injury to or destruction of property in any one accident and subject to that limit per accident, a total (or aggregate) limit of $500,000 for all damages arising out of injury to or destruction of property during the policy period, and shall furnish copies of policies of such insurance to the Railway Companies and the City of St. Paul. In addition to the above, the Engineer shall provide for and in behalf of the Railway Companies and the City of St. Paul, insurance protection to cover liability imposed by law upon the Railway Companies and the City of St. Paul for damages because of bodily injury to or death of persons and injury to or destruction of property resulting from the operations or presence of the Engineer on the work, such insurance written in the limits as shown below, to be approved by and acceptable to the City of St. Paul and the Railway Companies. Individual policies naming each of the parties hereto as the insured shall be furnished and all policies shall be so written that the insurer shall have no recourse by subrogation, or otherwise, against the City of St. Paul and the Railway Companies. PUBLIC LIABILITY Bodily Injury $250,000 per person $500,000 per accident Property Damage $250,000 each happening $500,000 aggregate operation All policies given hereunder shall cover all work performed by the Engineer in connection with the project. Such policies shall contain a clause requiring that ten (10) days written notice shall be given to the City of St. Paul and the Railway Companies prior to cancellation. All such policies shall be approved by the City of St. Paul and the Railway Comes as to the insurance company writing the same, the amount and he fora. EXh16.1 "c : -2- a a 4. WORK To BE DONE: 2�, The Engineer shall furnish all materials and do all work required to make soil borings at 19 locations. He shall take soil samples at these locations, make such laboratory tests that may be required and furnish a written report as described elsewhere in these specifications. The Engineer shall start the soil borings within 5 days after the notification to proceed and shall continue to completion without undue interruption. 5. PERMI'T'S REQUIRED: The Engineer will be required to enter onto the right -of -ways of various Railway Companies to carry out his work. A. Great Northern Railway Company - The City of St. Paul has obtained the permit to enter onto the right -of -way of the Great Northern Railway Company. This permit shall auto- matically expire on December 1, 1963. The Great Northern Railway Company's Division Superintendent or such other agent or employee, as designated by the Railway Company, shall be notified by the Engineer before work or drilling is started on the Railway property. The method and order of work and drilling shall be approved by the Railway Company's Division Superintendent, or such other agent or employee as designated by the Railway Company, and he shall Y have the right to discontinue work or drilling if it is being carried out by improper or unsafe methods. B. Northern Pacific Railway Company - The City of St.,Paul has obtained the permit to enter onto the right -of -way of the Northern Pacific Railway Company. All soil tests shall be made in such a manner so as not to interfere with or damage the Northern Pacific Railway Company's tunnels. Five days advance notice of entry onto the Northern Pacific Railway S Company's property for the making of test borings shall be given to the City. 6. UTILITY AND CommuNICATIoN Lims: The Engineer shall make all arrangements for the location of all under- ground public or private utilities and or communication lines. He shall . make all necessary precautions so as not to damage or destroy all such underground facilities. Exh16r1 'C -3- 7• RIGHT OF ENTRY ONTO PRIVATE PROPERTY: Bering holes 5A, 7A, 9A, 11A, 12A and 17A are located on private property in the Warren and Winslow Addition in the N.W. a of Section 32, Range 22, Township 29. Boring holes 18A and 19 are located on private property in Irvine's Addition of Outlots. The City of St. Paul has obtained temporary rights of entry that will allow the Engineer, Toltz, King, Duvall, Anderson and Associates and the City of St. Paul, to enter upon the property with the necessary equipment and drill bore holes and make ' tests of the underground soil. The Engineer shall supply any additional insurance to protect the property owner as they may require. Locations of holes and property owners are as follows: ' Hole No. Block Lot Owner 5A i 4 4 Northern States Power Company 7A 4 5 Northern States Power Company 9A 4 7 Louis V. Sauer 477 Woodlawn Avenue 11A 7 19 Ronald C. Witt 964 Lincoln Avenue 12A 7 18 Ronald C. Witt 964 Lincoln Avenue 17A 11 3 Emil Schultz 607 DeSoto Street 18A 1 Frank & Lucy Orlando 470 Collins 19A 1 Wm. L. & Marjorie M. Bloom 614 Desoto Street The Engineer shall protect from injury, all private property that may be met with in carrying on the work and in case any property becomes damaged, it shall immediately be returned to its former condition by the Engineer. BORINGS: The borings shall be made at the locations as shown on the plans and as staked out in the field by Toltz, King, Duvall, Anderson and Associates. The borings shall be cased with 2i inch pipe which is cleaned and advanced by standard jetting methods or with a cleanout tube and without resorting to rotary methods unless otherwise directed by the City Engineer. Soil samples shall be taken with a 2 inch O.D. split sampler at least every 22 foot interval for the first 15 to 20 feet and at every 5 feet there- after, and at each location where there is a change in texture or character of the soil. The soil sampler shall be driven into the soil with a harmer of known weight and constant fall. Borings Nos. lA thru 9A and 14A thru 17A are to be obtained to aid in the design of the substructure for the bridges. Borings 1A, 2A, 3A and 9A shall extend to elevation 745 or to 10 feet below a penetration giving a safety factor of 3 for a friction pile 10 feet long with a 20 ton load,.the lowest elevation is to be used. Borings 4A thru 8A shall extend to elevation 730 or to 10 feet below a penetration giving a safety factor of 3 for a friction pile 10 feet long with a 20 ton load, the lowest elevation is to be used. i Erhibi� 'C " -4- f Borings 14A thru 17A shall extend to elevation 768 or to 10 feet Wow a penetraticn giving a safety factor of � for a friction pile 10 feet long with a 20 ton load, the lowest elevation is to be used. All other borings are to be obtained for use in the grading of the roadway. Borings 10A thru 12A shall be 20 feet deep or a minimum of 5 feet below the dump fill, the lowest elevation is to be used. Boring 13A shall be 38 feet deep or a minimum of 5 feet below the profile grade, the lowest elevation is to be used. Borings 18A and 19A shall be 20 feet deep. The City Engineer stall be given an opportunity to review the findings from these borings and order either added depth or additional holes. All work and drilling shall be done in a good and workmanlike manner so as not to interfere with the tracks, operation of trains and c "unication facilities of the Railway Companies, and will to under the supervision of Toltz, King, Duvall, Anderson and Associates. All equipment used in the performance of the work shall be kept a minimum distance of 20 feet from the centerline of any railroad track. All joles or depressions made as a result of such testi.ig shall be filled and eveled to the satisfaction of the property owners. Flagging pro- tection for the Railway Companies shall be as required by the Division Superintendent of the Railway Companies. The Engineer shall furnish a written report which will include the f of loving : A. A log of each boring with soil type, based on visual classification in accordance with the U.S. Bureau of Soils method of soils classification, standard penetration values and water level and surface elevation. B. The reFults of all laboratory tests that might be required to determine the hearing capacity of the various soils encountered. C. Engineering recommendations as to the stability and the bearing capacity of the soil based on laboratory tests and the soil tests recorded as number of blows per foot required to drive the sampler into the soil. D. Estimate of depth to which 36 inch diameter holes can be drilled without failure of the sides based on engineering evaluation of data obtained when making soil investigation. This information to be furnished for Borings No. lA thru 9A. 10. SOIL SA? PLES : •r Representative samples cf the various soils shall be delivered to the City Engineer. The samples shall be in sealed glass containers and shall be marked for identification and location. 4 E.sif�t�- ..t'" —5— =5 M "o a Ws vo Ont , r 1900 �i��l Oy +yid - Wtweso- the City of Saint JPau►1�; na sots s ss�teiPA sstisnr _ y he rsin�tl.atlsc3 # "C�nar"�- arkilaiar6tSon!u� oaoa% aorporstion, hoWnst"t, X41, 0 thw "Oir r "s In, sl uWP i 06 0 the munt.o bwlt a #tor i AMD* by AM beti ", vo. Orifts 6M.—tof elf folla"s - an tochni001 ssr ir#st. pw�rsau rl r a n4 hies n e Ott t aocoxti4nc e v4th tb e'.gtgjftooSb W ttton P'q* dmtwd Filed tirttl ha' .€k> ' : thlof,_ l �O # -topC Of' which X014 o jateta #ttaohss t -wWked 63MOit A0 4W so -ft '0 psrt 4"OrIf Old in aasaordsr4s� with t)* "fss *dho iuls lor soil W400 V�Atons " ch' is WOW to sAid l opow2, i. copy o' f wh3sh is sttsobed hi vOto,. 'WOW 1* 1141t *APO,X* Bad! i Part hit fn's 'ih ac�o ;�AC�! -with thie vproxiatt tost wt to atiaiasis rhos on tbw"4act nt hsaro o. s't.u' O snd orArkod ExbMt *A# and ,saO s Wt b*To !is wAh Vw a,Wp xUOt* test hold depths)#- shawb on tho dowsontt beveto wttsoh-00 aw "rud IRAOU "D"?" s.,s psi homt'r. sr4 to aoao:donc* . wLth the. EiOaaNtions of the D*paxt"-ut of ft XiG. ftrks, ,s +copy? of Vhioh is to "stWhIds Aw# d 1a?t ib .t ' " M 's Pat ?*"Of f9r 40 shpi rin# westtgstion of the sol.'1litlonis' al<t .: %h* sitar 0 pre>tPl�rsni#rlsihlehs hraisct 401h, tbw 4014"VO s lud%$ of OW City of' soint Paul ",to tncl' df gins eg ri inks ;l oc&_tled show on th# pl ae p14m O *Lblt wa -l:" A �2" 4� ) of Ld � drPnn ylvw e� whah# ft9j#c% for *14 s + A*Anq ,ate suiswission 'pf _o written Ongis"rino _ rr►port them. 00 inauding,thgIfOartm 'Ii &O ndstions and ,ves alts of all la as t tosu "qu aff to Cjou"41* t tworlpq 0491Kity Of ow vawious soils .aenOOM rred`, i pch tor" i4A to inclu" empl nal of vibstrats #very #ea1t, for jt* `#tv*t 15 to 20 C"%,, ,ha4 for swsry v font at 4 depth lo"s! then 2Q 10t4 ona (' r• ti t 41 Over ho i .oC.solrrlY acts "'fit'tel . i�+_ fog gy tol _lie , iY _thr , ` + �ni�. o �ct ` '! - fir- � v '`- .' .. A.•_4 _.. # -� ,- ":- ..- /•�_(�.�e p�•.. F•-'}~ �p. :. 'E" Y.L,��/� -11 - . to ssY'w► c�s,st�r7 to fanish -M)d Qy ti "In sW �h��'4f�'�►1�'a�+�r�iil'C�'' fsssieral tsch"�•U� 0! Cost xPontoy: sUO 061- 3gatit O_ ft . S p TOMPMO t)w vl . i F, i�i�r fear ° ► o+ee Mi+ rat ne. �� s loin- rhut tht Er lt"V, hote* - Aws, *M W441 Welt : tho s te. fully wA foithtutl - Port"* - - _ '� -mil of tlAt 461w *Ott.- x luc# Whir fu l Pt'f+ a 'W AMiroft of ell quitito 0044sfonel "tosVnlasl e:VVi .t�r�atsit> ®f 41l "quisitu .afo *silr *qui nt t w ' for oIW 4t of V* isgirlitr 1h Filth 04. Avtnwos sfer s* old l60"d _ ttaarefer�; izidlrii sll .othsx sl.ilo .pari►vlsrts irsi ! »atiinetssr sort • ; �i: hkt tha -fir ieeby.wr �s tii -tea ltsflf Wit+® t0 kwor ,I pa unto ow avin"r for I ,ft 'Pro#re+ielot l s l+r lo�►1 are ►i re ai l er# * r p n Yei ,. by W it the 04MW of the Oways as aor" asld he"Undu am in sto ti "Wjo .won_ COW10t of ti*. ac a. ss tqs ' pe.>isatlt�n ►f � wh o#i ithe r 'benby s to e00►t es VA4 onra$t, W , to ►-° oo t ` . 'd*ts*M1 s area ::ssaed, ;ire -foe . !ilrr -fQr soil lowwe�ti�stSons.xl#,# "M�l'�)� shot ter ftiroo has 1 +s t 10 to s "lnssvijV. osiii to of , tbo rort f ► fn#pettlls *f*** fift awu- t'12 U $ %%Wj to t# dot ilolAbl ah ui d ohtlt $*101 tstos its tifrey f f e du1 far !Dail i nvt s' i rltigrts � aAl It Ao.l 4 and to bvieft p4YOU hR"t "r 10 #e Cw* it r rritt� halt e+it, rtgt s '+ta it to is . o1V PAtOdlY Aof the Wed ait s�il�! l become'�iryablo std iehlle • * . -. j e` - '' :y ' s ' ••�.i' `.Ji. _'4 �+c . -< - t.., - j ,�[+ a Tom^ _ 1t'' _ • Y S :i by the to *N. U91mor i4clivw -full &4 fsithfut porf"Wiftoo by the Snot r of ill 'of the &"Anfor'a iabl gotier* hrrouia O " th •ataod damco iser . with `lowor the rviaien, smd sukJoat to tm dt"itisn ad "dal of the Omwr•s Chief Lrr inai grad it-i aesardanre with th su�e�tvieorlt '+ +i�rs ate: dlieati 'to ,teal "livot" to :fhe ,"Ul ov by saw chi*( f r Awl" the prov, esss 4f the "WO p"Vid d, othar th r4wo that SAW t4ouaot pri."?$ Oyabla . to booW pay4bl+e• horiundaro by the 4loiss to tho. "Inters, in the .40044owo sal !Na "no f VOnt * the '±rf "er S30 W60 WW that tho' amps " I Mlly fsi'thfltll+y CCVI*t* Its V#Cp1V*d pP 6r# +t of .Nwk hsin ix �e i r# r peried of Oxw (60) day's, neat after PA doto of the aeinterstimstwe of• this aantroct by the OMOv•r Ga *tftll#v opt dW194 Stich sxUmW period as the Qafwn* ** Cowneil by ;*oolution allow$ tnd beat. the c"4"t Patine pis • so- 0004" a aub►,:Wct to tie proAsionap toaroa c®nditiono Woof shell U Paid by OW03P to the ftifa ov tuo thp Fund of fir= Cede PO l!. FuW Ms . to bo reimbu tw• ff,*m 20 ST -32 urbol. T. Tbo the Ugin"r hereby a"enw -to and aptoss to #dc snc* vdt� Owpter * Lwo of the stato of #lir Awo fw l"I't tbAt in flea hiting g-of do mecn or #01.1od lairor - fe' r the perfou"M6 of any +peek uf'wer this 4antfraot q any IA`aot'1tmt he>reirr &vt ro centsactwr s+stariot awal*n or verdaa shah, by voisom at ;rmwt arsed .or ®ee. 4is'awf0to &Wr*t any peaaon who $0 a sUhost ` of Mates r?o Is qj4itbd . v4`4vallable, t$r INS-f0ft, US vk to Wth VJCh OYWAt �elatasj that no c01it3PaatW$ PetSdol OV VOAdor undss this coq*04 t OtAl w ff u"t d -i nfrMtNi Oiwftoto w IntiWots•p, oat o r mat the 4l02oyrseat of tny pssn, sr on l *Uv ,h d; mowato or amwivo tai Pgovento, afay perw 446 tie petrfommhoo of wank alter 'VA* avmtsact on amOv"t of r e Owed at "loci that-this tmtnct Abe oaniblod Or tori rnet" by ,ht Otty►o atom all =my dpi. -to beco w 6w ' NK*undir shall he fpcieft-Rd fw 4 40C.0m at any srrib40went. volatuft of , vio team at 0.e4i� ions of th f% ccir<ttratte ter tog>u ba " to tha, full w1walaw of the to4rAnto WtOW hOWAR.. 4obj Ot to Vw PmAjIL"06 i`+iM OrA Omdltlois herainabovo sot f0m. OF WITI M MJMOF they h Ow cu this Spownt the dey .000 'y0or Otst *Qvir writteN nesen of- . Sou Ammuo" CQWANY _ Bar b0cutivw v:fcir nt CITY (F WIR PAM MY Clork 'Not swowds j"elatant CorporatUn V6unsol AOTO"d as t0 to= pw Oxaeutloe �eeitten�G Cox�o�i�tit� GD�istl . _ .