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Home My WebLink About1979-11-06 ResolutionR SOII7TION NO. 79-518 M90LUrION ACCEPTING SANITARY SEWER IN MT. PROSPECT, PART IV WAS, the Engineering Department has certified that the following irrProve -nts have been completed in accordance with plans and specifications Of the City of Iowa City, Sanitary sewer for Mt. Prospect Addition, Part 4, as constructed by Knowling Bros. Construction Co. of Iowa City, Iowa. AND Wi'FRE.A.4, Maintenance Bowls for Knowlina Bros. Construction are on file in the City Clerks Office, NOW TI� BE IT RESOLVED by the City Council of Iowa City, Iowa, that said inlProvwents be accepted by the City of Iowa City. It was Moved by Balmer and seconded by Erdahl that the Resolution as read be accepted, arra upon roll call there were: Received & Approved By The Legal Depariment _;a / I - -/y MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES 61671 AYES. NAYS: ABSENT: BALMER x DEPROSSE x ERDAHL x NEUHAUSER x PERRET x ROBERTS x VEVERA x Passed and approved this 6th day/ofd// November 19 79 , � it "/./C L /ice✓ � Mayor - ATTEST: _1�2 City Clerc Received & Approved By The Legal Depariment _;a / I - -/y MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES 61671 CITY OF IOWAICIVIC CENTER 410 E. WASHINGTON ST CITY IOWA CITY IOWA 52240 (319) 354.180 � I i[ 1 i ENGINEER'S REPORT October 31, 1979 Honorable Mayor and City Council Iowa City Iowa Dear Honorable Mayor and Councilpersons: I hereby certify that the construction of the improvements listed below have been completed in substantial accordance with the plans and specifications of the Engineering Division of the City Of Iowa City. The required maintenance bond is on file in the City Clerk's office. Sanitary sewer for Mt. Prospect Addition, Part 4, as constructed by Knowling Brothers Contracting Company of Iowa City. I hereby recommend that the above mentioned improvements be accepted by the City of Iowa City. Respectfully submitted, EugeneA. Di z, P.E. City Engineer bj3/11 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES i �jy 'N, RESOLUTION N0. 79-519 RESOLUTION ACCEPTING THE WORK SERVICE BI)TIDING sANITAgy SEWER PROJECT WHEREAS, the Engineering Department has recommended that the im- provement covering the Service Building Sanitary Sewer Project as included in a contract between the City of Iowa City and Rick Company of Toledo. Iowa. dated June 6, 1979 be accepted, AND WHEREAS, the Council finds the improvement is in place and does comply with the requirements for such improvements, AND WHEREAS, maintenance bonds have been filed, NOW THEREFORE, BE IT RESOLVED by the City Council of Iowa City, Iowa, that said improvements be hereby accepted by the City of Iowa City, Iowa. It was moved by and seconded by Erdahl that the resolution as read be adopted, and upon roll call there were: AYES: NAYS: ABSENT: BALMER x DEPROSSE x ERDAHL x NEUHAUSER x PERRET x ROBERTS x VEVERA x Passed and approved this 6th day of November , 19 79 Ma o�� /'�-,rsr� Y jj ATTEST: 115 Clerk Received & Approved By The Legal Department -//-/ - 79 �4 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES ao7a. CITY OF IOWA CITY CIVIC CENTER 410 E. WASHINGTON ST. IOWA CITY IOWA 52240 (3793354-18(3D ENGINEER'S REPORT October 29, 1979 Honorable Mayor and City Council Iowa City Iowa Dear Honorable Mayor and Councilpersons: I hereby certify that the construction of the improvements listed below have been completed in substantial accordance with the plans and specifications of the Engineering Division of the City of Iowa City. The required maintenance bond is on file in the City Clerk's office. Service Building Sanitary Sewer Extension as constructed by Rick Company, Inc. of Toledo, Iowa. The final cost was $19,293.15 the same as the contract price. I hereby recommend that the above mentioned improvements be accepted by the City of Iowa City. Res�ctfully submitted, ex, Eugene A. Dietz, P.E. City Engineer bdw1/6 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS•DES MOINES , I i f i II i I i I I I i i ;c I CITY OF IOWA CITY CIVIC CENTER 410 E. WASHINGTON ST. IOWA CITY IOWA 52240 (3793354-18(3D ENGINEER'S REPORT October 29, 1979 Honorable Mayor and City Council Iowa City Iowa Dear Honorable Mayor and Councilpersons: I hereby certify that the construction of the improvements listed below have been completed in substantial accordance with the plans and specifications of the Engineering Division of the City of Iowa City. The required maintenance bond is on file in the City Clerk's office. Service Building Sanitary Sewer Extension as constructed by Rick Company, Inc. of Toledo, Iowa. The final cost was $19,293.15 the same as the contract price. I hereby recommend that the above mentioned improvements be accepted by the City of Iowa City. Res�ctfully submitted, ex, Eugene A. Dietz, P.E. City Engineer bdw1/6 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS•DES MOINES RESOLUTION NO. 79-521 RESOLUTION AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A GRANT OF AN EASEMENT TO NORTHWESTERN BELL TELEPHONE COMPANY FOR THE CONSTRUCTION OF PEDESTAL TERMINAL IN THE SOUTHWEST CORNER OF CITY PARK. WHEREAS, Northwestern Bell Telephone Company has proposed the removal of two poles and five quy wires in the southwest corner of City Park in exchange for the right to construct a pedestal type terminal and control box on a 5 foot by 5 foot concrete pad in the same area of the park; and WHEREAS, the City of Iowa City finds it in the public interest to grant an easement for the construction of said terminal. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF IOWA CITY, IOWA: 1. That the Mayor be authorized to sign and the City Clerk to attest the grant of an easement to Northwestern Bell Telephone Company for the construction of a pedestal terminal in the southwest corner of City Park. It was moved by Balmer and seconded by Roberts that the resolution as read be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Balmer X deProsse X Erdahl X Neuhauser X Perret X Roberts X Vevera Passed and approved this 6th day of November I97g, a 1 p 7 MAYOR > ATTEST: ,��/ . i C ? CITY CLuERK �PCEZ7F1t 3 3PPROPFD � f �T� Ii1�.i'AIgtifl�`IT rP MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES FIOIMES . i. EASEMENT The City of Iowa City, Iowa, in consideration of the sum of One Dollar ($1.00), receipt whereof is hereby acknowledged, does hereby grant to the Northwestern Bell Telephone Company, a corporation, its successors and assigns, the perpetual right to construct, operate, and maintain its telephone and telegraph lines consisting of buried cables and terminals under, upon or adjacent to that certain piece of real estate hereinafter described, in the following manner: The placement of a pedestal type terminal and associated cables mounted on a 5 foot by 5 foot concrete pad located on the East 10 feet of the West 59 feet of the North 19 feet of the South 49 feet of Sec. 3. The foregoing right is granted upon the expressed condition that Northwestern Bell Telephone Company will assume liability for all damage to the hereinafter described property caused by said company's failure to use due care in its exercise of the granted right. The real estate above referred to is specifically described as follows: A tract of land in the SW Corner of Out Lot 5, SW 1/4 SW 1/4 Sec. 3 T 79 N R 6 W in the City of Iowa City, Johnson County, Iowa. Dated this 6th day of November, 1979. CITY OFF (IOWA CCIITYY,, IOWA: ATTEST: �a' �r/rcGr.!' !/6 • vyv—G� ATTEST: 1 ' eL CITY CLERK NORTHWESTERN BELL TELEPHONE COMPANY: By: 221CGL cr TITLE By: TITLE VIXI;171D A AUPIZOVED .)y. uw I= DITIRIL011 MICROFILMED BY JORM MICROLAB -, CEDAR RAPIDS -DES MOINES 4 L' 1 RESOLUTION NO. 79-522 RESOIMION AL11'HORIZING EXECI C)N OFAN AMENDED AGREEMENT WITH CEDAR RAPIDS AND IOWA CITY RAILWAY COMPANY WHEREAS, the City of Iowa City, Iowa, has negotiated an amended agreement with Cedar Rapids & Iowa Cit being Railwa Co. a Dopy of said Reapm atta to a so u s reference made a -% E ent WHEREAS, the City Council deeps it in the public interest to enter into said amended agreement with the Cedar Rapids and Iowa Company for River Corridor Sewer Project City Railway NOW, "'ORE, BE IT RESOLVED BY THE CITY COUNCIL; That t oradC City lCarepi�oarC�Ra directed execute hamended edR & IRailway 2. That the City Clerk shall furnish copies of said to any citizen requesting same. cop amended agreement It Was moved by Balmer and seconded by Roberts the Resolution be adopted,call there were: AYES: NAYS: ABSEN r: X i BALMER X DEPROSSE X ERDHAL i X NEUHAUSER X PERRET X ROBERTS X VEVERA I Passed and approved this 6 t h day of November' 1979. ATTEST:� � .� , Mayor City Clerk I Received & Approved ByTie Legal Department s MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 1101RES A 1 i 'MENDAIENT TO ) GREEMENT FILED 1919NOV 20 U 8:39 -R CU :. r NSON CO., ,, The CED R R PIDS 'ND 10h7 CITY R:SLh';Y COMPlNY (neve_ inziter _elle,' the "RcUVZ, y Coapzny) hereby .licenses the CITY OFION: CITY, SOY.: (hereinclter called "City") to install, WZ:Lntein, End use storm„ sewer pipe (hereinLfter called "Facil- ity") in the e,sement describes as follows, and subject to the terms in the said easement, as well as to the terms that follow in this document. This amendment includes the location listeu below, which is in addition to the other sir (u) locations previo.,sly liste3 in the oricinc,l Agreement, dated June 27, 1979. Easei:.ent to instill, m,.intain and use storm sewer, located as follows: 7.) In CaFitoL Street froin .pprorim:teLy 209 Leet south oL the south richt-of-way line of Benton Street to c point approyira,.tely .175 feet south of the soutn right-of_,,ay line OL Benton Street. ShouLJ the Licensee Lt my time violate any of said terms or con,iitions, or use or attempt to use said facility for any other or .,ifierent purpose then thct above specified, then the R.L1way Coxpcny m,.y, ct its option, immediately revoke the License. For the privileges herein permitted, the City has paid to the Railway CompEny a fee of One Hundred Dollars ($100.00) mor prererction of this instrument, receipt whereof is hereby e rknow led(, c,i . The ioreroing License is subject to the following condi- tions. F'Lrst: The Rzilway Superintendent will be provides, Prior to beninniny vork, with the nr.r.,c, phone number, tnd eddress of the city's and contractor's representatives who will oe in cherge or the sever construction. Second: The City ,ill require its' contractor to use c1L re.son.bLe c,re to avoid occident, damage or delay to the Rr.ilu.y's trains or other property as determined by the Rail- v:ry's Superintendent or nis representative. The Railway Super- inlen.,ent or his representative will have jurisdiction over •onstru(7tion s.-Lety which 1 r.y ,1Lec•t the s.lety of RI ilvay's OFGrotion and; his decision shell be Line.1. The City she:11 be ii,.ble for my ._mage incurreu due to sewer construction. -BEST 257 y ,OOCUMENT AVAILABLE -a_ MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 110I1JES Thire: The RaL1w,}• Company ,•L its' optLon, n.ay require fligr.rn be present to protect RaiLway's FrOFerty zno inspect the construction.. The City wiLl rromFtly reimburse the Railway for E: Fenses incurre,l w iLh the inspection anu f Lacyinc of rile construction zreus. Fourth: The said Licensee wiLL wive to the SuFerinten- cant or the RuiLw..y Cor,:pzny at ieast tan (L0) jays' notice in writing beiore entering upon the right-of-w•t:y Et each crossing LOcction of the RziLway Company for construction purposes, or for the Furpose of making necessary repairs. Work et each crossing shall be completed c-nd cleaned up to the satisfr.etion of the Railu:,y's Surerintenuent within thirty (30) days of the tLma it w„s begun. The Railway Superintendent must be notified and approve any variation of the completion date. The Railway Comp„ny reserves the right to judce of the necessity of repeirs to said facility, and to recruire the Licensee to make such re- re.irs upon ten (10) uays' notice in writing. In such case, said Licensee may enter uF.on s-iu right-of-wLy without the teu (t0) drys' notice rbove referreQ to, rnu snit procee,l torthv.ith to rake such repairs, and upon laiLure t0 60 30 within Len (L0) .I:-ys, the Railv,Ly Company she -11 have the right to Duke saiu ru- pairs anu collect the entire cost thereof from the Licensee. Tne R..ilway COmpLny reserves the right, in case, in its opinion, the satuLy of its tracks or property ,remands it, to make emer- gency reFairs without notice to the Licensee and to collect the cost thereof from Licensee as herein provided. Firth: It is understood by the Licensee that said fa- ciLity is subject to anu ,any increase the dangers and ha.:crus of the oreration of the railroad of the Railway Company, and that this License is subject to all risks thereof. The facility it- seLt shL!Il be and remain the property of the Licensee and any „nd all clLims caused by its use or maintenance shall be the responsibility of the Licensee, z.nd not the RaAlway Company. Si+th: Tne RL,ilw.ay Comrrny reserves the right to use, occupy an,l enjoy its tre,_ks, property and right-of-way, for such Furpose, in such manner, an0 at such time as it shEll desire, the sEme as it this instrument hed not been executed by it. I1 any such use shzll uecessit..te any chime in the Location or construc- tion of s&iu 1uciLity, or any pert thereof, such change sha11 be m,de uy the Licensee, at the e>Fense of the Licensee 01 the R;Ji1%r. y COm c.n upon demand } 1- y, r.nd the said Riilw.ay ComFLny shall not be lisbLL to the said Licensee on account thereof, or on account of any uamuge crowing out of any use which the Railway Company nlEy make of its scid traeKS, property and right-of-way. Seventh: Tire Railwi;y Company shell have the ricnht at any tine by giving ninety (sn) uuys' notice in writing to the LicansLe to reouire the Licensee, it its e:,jense, to re-arri•nge or ,.Ove this fr.cillty so i:s to conform to chenoes the RLiLwty i aEg,P DOCUI� 1.E 258 'Avner -2- MICROFILMED BY JORM MICROLAB CEDAR RAPIDS•DES IIOIDES R m: cation Corr ng nay desire to crake in its track urade, track or Ln or my other cinany,u.: Riil%,E•y Corvfiny miy oesilocationr(I to make in its rrOFerty c this Foint, Eic•hth: Tnere _hill be no construction or: the Rafl>way's ri,nt-of-1,cy oebAeun sunset .nc sunrise, Ilso, the contrc.c.tor sha11 provic.e lend, bLrLL:E..lus, uernine LiShts, in 2rt other suit,bla safety eIrIU noes to prevent iccess of uneuthori>eu }ersons to site N;lere work is. in FroSr,ss, Nineth. Tae contio(tor sn,ll not stockpile or store materiol or debris on the right-ol-way of the Railwr,y, Tenth: The contractor shr.1.L h„ve in force, Public Li- nousay Insurc.nc•e, per person in the amount of One Hundred Tnousanu Dollars ($100,000.00) imi per occurence in the ;,vount• of Three Hunareu Thousa-mi Doll, rs ($300,000.00). Eleventh: The V•-iver of a o breach of any of the terms anconfiitons hereof shall be limiter: to tine ict or acts ,on- st"atiilo such bi-Lach, i.n- shc.11 never be C'OnStr UE:Ci rS Uel.aC a continuing or pern•,,.nent waiver of eny such terivs or conditions, or which sh:.11 be anu rer:rin in lull force and ulfect future acts or herrenings, notuithstzndino mis to y such veivur, Tvellth. This License is personal to saiu Licensee and is not assigni_bLc or trr.rslcr:olu, v.ithout the written consent or the Railr.i.y Cornpr.ny being first obtainei. f IN WITNESS WHEREOF, this instrument is erecuteu this Jay of ) rnt.' -f. -k—, CO til l� i I E SEAL CED, R Rr'.PIDS AND IOW;, CITY Rr:ILwAy COMPANY ATTEST: By !/ VICE PRESIDENT AND SECRETARY ?s��stznt Secreti-.ry c Tne undersignen, the Licensee r•,entioned in the foreooin License, hereby i,cepts tile m e .rue, subject to the terms :.nd g tiont s therein stred. condi- By `I�iG�LG• l/ •/ i WITNESS: 71st ,e.L (�nl'�ili;1l� SEAL, 2 5 Di BEST UCUm13iv'L' .� AVA!L&BLE PIICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES IIOIOES 8B M I P G LL D ^tlf �i:1:,t1'r Id -39 -?1 _.. .:., 0 e� m�a • o . h " ti > ,moi • S`y h y 26v MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES v ti b� v v V 0 V � 0 v C � tip• ctt51 • o . h " ti > ,moi • S`y h y 26v MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES 'Q M • o . h " ti > ,moi • S`y h y 26v MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES � tip• v� .• � C c • o . h " ti > ,moi • S`y h y 26v MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES W� t CEDAR RAPIDS AND IOWA CITY RAILWAY COMPANY Genera! Offi're CEDAR RAPIDS. IOWA 0. R. WOODS vXa. MAVEN: GE!6:XA1. YI:Yl.XIMENNiJR October 8, 1979 Mr. Gene Dietz, City Engineer Civic center Iowa City, Iowa 52240 Dear Sir: Per your conversation with our Alan Courtney and Jim Gassman, I now learn that there is an apparent void in our June 27, 1979 storm sewer agreement. We feel that the area between easement locations (#3) and (#4), as listed on Page 1 of our Agreement, should be included in the Agreement in the form of an amendment. Therefore, please have your people execute the attached amendments, which will cover the area in question, with the same conditions as listed in the original agreement. Please return all three (3) copies, and we will execute them and will return one to you for your records. Yours truly, 0. �R �GWoo� / ORW:fp Encls. MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 140 RIES M„ l i RESOLUTION NO. 79-523 17-001 '10N AUrMRIZING EXECf1PI0N OF A CONTRACT WITH SHIVE-HATTERY AND ASSOCIATES with WHEREAS, the City of Iowa City, Iowa, has negotiated a contract Shiyt;�� r and A sociates , a copy of said con -� being attaonea W this Reso uTt3w� and &Y t s reference made a part eo WHEW -AS, the City Council deans it in the public interest to enter into said contract with Shive-Hatteri and Associates for soil testin and surveying services on the North Branch Detention Structure of Ralston Creek NOWF '1'MMRE, BE IT IESOLVED BY THE CITY COUNCIL: 1. That the Mayor and City Clerk are hereby authorized and directed to execute the contract with Shive-Hattery and Associates 2. That the City Clerk shall furnish copies of said contract to any citizen requesting sane, It was moved nded Resolution be adopted, Erdoco-i�__e by Neuha ser the AYES: NAYS: ABSENT: X BALMER X— DEPROSSE R ERDAHL X— NEUHAUSER X PERRET X ROBERTS R VEVERA Passed and approved this 6th day of November , 19 79 ATTEST: yor 4UCLIeark!:�7L— Received & Approved BY Tho Legal Depalirnent MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MONIES M : 1 AGRi.HIEN I This Agreement, entered into this 6th day of November 1979, between the City of Iowa City, a municipal corporation, Tereinafter referred to as the City and Shive-Ilattery and Associates, of Iowa City, j Iowa, hcreinaflr:r referred to as the Consultant. Such contract of employment to be subject to the following Lei -ins and conditions and stipulations, to -wit: The Consultant shall not commit any of the following employment practices and agrees to prohibit the following practices in any subcontracts. a. To discharge from employment or refuse to hire any individual because of their race, color, religion, sex, national origin, disability, age, marital status, or sexual preference. b. To discriminate against any individual in terms, conditions, or privileges of employment because of their race, color, religion, sex, national origin, disability, age, marital status, or sexual preference. I. SCOPE OF SERVICES The Consultant is to provide the following soil investigation and surveying services for the North Branch Dam on Ralston Creek. SOIL INVESTIGATION SERVICES i General 1. Provide all labor, material, and equipment to perform soil boring work at project site, perform laboratory tests, and prepare + engineering report. 2. Number of borings: 6 as shown on the attached figure. Additional borings may be requested by the Engineer if unfavorable soil conditions are encountered. 3. Location of borings: as shown on the attached figure. All borings are located on private property. City of Iowa City will obtain permission of property owner for access of boring rig. Exact location in field may be varied slightly from locations shown. Borings may be located approximately by measuring from apparent property lines as shown on the attached figure. A plan drawing of the actual boring locations shall be included in the report. Additional borings may be required in the groin area of the embankment and it may be necessary to do laboratory permeability i tests on proposed embankment materials in order to predict seepage characteristics. The need for these tests shall be coordinated with Stanley Consultants. 4. Required depth of borings: as shown on the attached figures. Depth of hole shall be measured from existing ground surface. Consultant shall determine elevation of ground at boring locations. 5. The engineering analysis and recommendations should include settlement predictions, seepage characteristics of both natural and embankment materials, and a stability analysis of emba0ment materials. The Consultant should provide a typical truss section of the proposed embankment which will include typical side slopes, general embankment composition and any special drainage requirements. i 13EST DOCUMENT AVAILABLE MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOIRES /;: 6. C011tact the following person at Stanley Consultants 24 hours prior to starting field borings: Bennett Reischauer Stanley Consultants, Inc. Stanley Building Muscatine, Iowa 52761 > 319/264-6.312 Drilling Rcyuirements 1. Method of drilling is optional; method shall provide clean hole with undisturbed soil for sampling. 2. Measure ground water level in all holes except when maximum depth is reached prior to encountering ground water. Measure elevation when first encountered and 24 hours after completion of boring. 3. The Contractor shall fill each boring hole after receiving approval from the Engineer. Boring holes shall be covered until filled. Sampling Requirements i 1. In granular soils, obtain 1 3/8 -inch diameter split spoon samples in accordance with ASTM D1586 (including standard penetration test records). i 2. In cohesive soils, obtain 2 -inch diameter thin wall tube samples in accordance with ASTM D1587. Obtain samples for consolidation tests with 3 -inch diameter thin wall tube. I 3. Obtain samples at every 5 -foot depth and at changes in character of material. � Testin Rr.cuirements 1. Perform sufficient testing of samples obtained from the borings to I properly classify soil in accordance with the Unified Soil Classifi- cation System. 2. Conduct unconfined compression tests, ASTM D2166, on representative cohesive soil samples, except only maximum strength and initial moisture and density are required. 3. Perform consolidation tests on samples from Boring Nos. Al, A7., and A3 per ASTM 02435 (except time versus deformation data is not required), if needed to estimate settlement of the embankment. I i4. Perform sieve analysis of granular deposits encountered per ASTM D422, except hydrometer analysis portion of test is not required. I 5. Obtain Atterberg limits per AS1M 0423 and 0424. i 1 6. Perform standard Proctor compaction test in arcordance with ASIM D698 on material from borings A4, A5, and A6. 7. Determine natural water content of soil in borrow area, Soils Report r ! Submit two preliminary review copies of the Soil Investigation Report to Stanley Consultants for purposes of coordinating the project construction requirements with soil conditions encountered. After review, submit ten final copies of the report to Stanley Consultants and 5 copies to the City. The report shall include the following: 1. Boring logs which shall include data required by ASTM 01586 as applicable for tests required under these requirements. MICROFILMED BY JORM MICROLAB ! ` CEDAR RAPIDS -DES MOINES n 3 7.. Results of all uthcr tesLs rv•quired horein. 3. Estimated cohesion and fricLiun angle of soils encountered. 4. Estimated permeability offoundation and embankment material basrd on examination of material and soil classification. 5. Proctor density curves for embankment material. 6. Estimated shrinkage of borrow material when placed in the embankment. 7. Estimated amount of settlement after completion of embankment. 8. Recommendations regarding proposed dam design and any special precautions or additional tests which should be undertaken. SURVEYING SERVICES Gr. -neral chis survey is required for the design of a dry dam on the North Branch of Ralston Creek in Iowa City, Iowa. Survey notes will be used to develop final construction plans for the proposed dam. Survey control shall be as follows: For horizontal control use the quarter section line running north - south from Seventh Avenue and for the east -west line use the quarter section line at approximately the end of Woodridge Avenue. Vertical control - Shall conform to the elevation used by Tri-State Aero Engineering Services when they prepared two foot contour maps for the City of Iowa City. Shive-Nattery shall contact Tri-State to determine the exact location of these control points. Baseline Services Run baseline survey to obtain exact distances and ground profile as shown on the attached figure. The angles and lengths for the baseline shown on the attached figure are scaled from the figure and are approximately only. Orient the survey so that the dam and spillway will be located as shown on the figure. Complete the loop on the baseline survey so that angles and lengths can be checked. Locate by stationing and tie baseline to existing roads, driveways, culverts, utility poles, manholes, creekbed, trees larger than six inches in diameter, clumps of smaller trees, and other similar items. Survey one cross section each 100 feet in the area where the dam will be built. Cross sections should extend 200 feet on either side of survey centerline. Provide sufficient PDT's and PI's to re-establish survey lines at some future date. Turn angles at PI'S. Reference all PDT's and Pi's with a minimum of three ties. C!1:. kSurvex Run base line survey along creek in area shuwn on attached map, locate creek from baseline. Determine creek bed profile with a minimum of one elevation measurement every 50 feet along the centerline of the channel. Locate by stationing and tie to baseline trees larger than 6 inches in diameter, clumps of smaller trees, roads, culverts, drainage file outlets, and other similar items. An existing sanitary sewer is located adjacent to Ralston Creek. Record invert elevation for each manhole located within limits of creek survey. Survey one cross section each 100 BEST feet to extend a minimum of 50 feet on each side of center of creek. DOCUMENT AVAILABLE MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES i n r� land Acquisition Prepare legal descriptions of land to be acquired by purchase or easements. Other In addition, the Consultant will provide specific consulting or testing services in addition to any of the above or any other related items at the City's request. I1. GEM RAL TI RMS 1. The Consultant or the City may terminate this Agreement upon seven (1) days notice. If the Agreement is terminated, the Consultant shall be paid on the basis of work satisfactorily completed and accepted by the City. The percentage of work completed but not yet accepted by the City shall be determined mutually by the City and the Consultant. If the City and the Consultant are unable to agree on the percentage of completion, the matter shall be resolved by the iprocedures of the American Arbitration Association, 2. Records of the Consultant's Standard Time Charges pertaining to the I Project shall be kept on a generally recognized accounting basis and i shall be available to the Federal government, the City or its authorized representative at mutually convenient times. 3. This Agreement shall be binding upon the successor and the assigns of the parties hereto; provided, however, that no assignment shall be made without the written consent of all parties to said Agreement. A. It is understood and agreed that the employment of 'the Consultant by the City for the purposes of said Project shall beexclusive, but the Consultant shall have the right to employ such assistance as may be I required for the performance of the Project. Said Consultant shall be responsible for the compensation, insurance, and all clerical details involved in their employment. 5. It is further agreed that no party to this Agreement will perform i contrary to any State, Federal or County law or any of the Ordinances of the City of Iowa City, Iowa. j6. The Consultant agrees to furnish all reports and/or drawings with the seal of a Professional Engineer or Architect affixed thereto where such seal is required by law. 7. The City agrees to tender to the Consultant all fees and money in accordance with this Agreement except that failure by the Consultant to satisfactorily perform in accordance with this Agreement shall constitute grounds for the City to withhold payment of the amount sufficient to properly complete the Project in accordance with this Agreement. MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES IIOIIIES 8. Should any section of this Agreement tic found to be invalid, it is agreed that all other ser.tions shall remain in full force as though and effect severable from the part invalid. III. CITY'S RESPONSIBILITY The City shall: 1. Provide full information as to the rr:quirements for the Project. 2. Designate Richard J. Plastino to act as the City's with respect to the representative BI ST work to be performed under this such person shall have complete authority to transmit Agreement and instructions, ROCU MT3NT receive information, interpret and define the City's policies and decisions with AWULAHL.L respect tomaterials, equipment, elements pertinent to the work covered by this Agreement. and systems MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES IIOIIIES I- 3. A -,-,!-,t I, lie Cc ii vvat ltmIt by pl.u:iug at his di•,pn,al all available i infor•m•rtiun perLinenL to the ••i Le of the pruject including pr-eviuus reports and any other da La rel,itive to design and construction of the Project. 4. Make all provisions for the Consultant to enter upon public and private land as required for the Consultant to perform his work under this Agreement. 5. Examine all studies, reports, sketches, estimates, specifications, drawing proposals, and other documents presented by the Consultant and render in writing decisions pertaining to the documents within fifteen (15) days after receipt so as not to delay the work of the Consultant. IV. TIME OF PERFORMANCE The Consultant shall complete the soil investigation portion of the contract within sixty days after notice to proceed. If soil conditions prevent access to the site this time period shall be extended upon request of the Consultant and upon concurrence of Lhe City. Surveying services shall be coordinated with Stanley Consultants and done i on a time schedule so that Stanley's work under a separate contract is not j delayed. ++� V. COMPENSATION FOR SERVICES I The costs for geotechnical engineering and technical personnel services, other than field exploration and laboratory testing will be based on direct personal expense times a 2.19 multiplier. A copy of the current direct personal expense rate is attached as attachment number 1. All field exploration and laboratory testing will be provided at the current standard unti prices a copy of which is attached as attachment number 2. The total for all laboratory and soil investigation services shall not exceed $ 6,900.00 Surveying services and other services shall be based upon direct personal expense times a multiplier of 2.19. There is no "not to exceed" on this portion of the job. Reimbursable expenses shall be paid as a separate cost above and beyond any "not to exceed." Reimbursable expenses shall include the following: ( a. Expense of reproduction, postage and handling of drawings and ! specifications, excluding copies for Consultant's office use. The Consultant shall submit monthly statements for services rendered and for reimbursable expenses incurred, For services based on direct personal expense x a multiplier, monthly statements will be based upon actual hours worked. The City shall make prompt monthly payments in response to these statements. 1 f' I F /HFST if_17 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES (hr, undcrsignel d0 hereby t.Lale Lhat this agreement is axeCuLed in Lriplivale, as Lhnugh var.h were an original and that there are no oral ayrcr•ments Lh.it have, not been rcrlur.ed in writing in this instrument. FOR THE CITY: MAYOR AI TEST: CLEC1 Y CLE STATE OF IOWA ) ) ss JOHNSON COUNTY SHIVE-IIATTERY CONSULTANTS On this (•4 day ofd �y✓�yia, 1979, before me, a Notary Public duly commissioned and qualified in and for said County and State, personally appeared,Uyyj/!�: '�`rc, Mayor of the City of Iowa City, Iowa, and Abbie Stolfus,-City Clerk of said City, each being to me personally known to be the identical persons and officers named in the foregoing instrument, who executed the same under and by virtue of the authority vested in them by the City Council of said City, and each for himself acknowledged the execution thereof to be his voluntary act and deed for purposes herein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and notarial seal at Iowa City, Iowa, the day and year last above written. ��coX.f� �fYcz,CLi� Notary Public in and for Johnson County, Iowa STATE OF =,,,,-n,, ) ) ss COUNTY OF ) On this ay o��, 1979, before me, the undersigned, a No ry PUblic i a d for said County and said State, personally appeared j ,, .,•)�. and — to me personally known, who ing by me duly sworn, did say that they are the��,:,g,"y and _ respectively, of said corporation; that (the seal affixed tFlereto is Lhe seal of said) corporation; that said instru- ment was signed and sealed on behalf of scorporation by authority of ° its Board of Directors and that the said o.6,,nand i as such officers, acknowledg the execution of said instrument to be the voluntary act and deed of said corporation, by c it and by them voluntarily executed. 1 Ilot ry Pu in and for said County a tate " BES71 � �OCUM�NT AV,o-11LA13LE "NG "•i�:i:taJ:'iL'''il' FIICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES IIOIIIES J r I I { Engineer 3 Grade 9 Engineer 1 J. 5 Engineer 14.08 i 4 Engineer I � I i i I i I I 1 i j ATTACHMENT N0, I DIRECT PERSONAL EXPENSE (Through December I, 1979) Grade 7 Engineer 20.30 Grade 6 Engineer 15.58 Grade 5 Engineer 14.08 Grade 4 Engineer 12.02 Grade 3 Engineer 10.75 Grade 2 Engineer 9.82 Grade E Technician 11.58 Grade D Technician 9.31 Grade C Technician 7.22 Grade B Technician 5.66 Grade A Technician 4.32 3 -Man Survey Crew 21.74 2 -Man Survey Crew 16.75 SHIVE•HATTERY 6 ASSOCIATES MICROFILMED BY JORM MICROLAB CEDAR RAPIDS•DES MINES 0 9 f) ATTACIINENT NO. 2 SHIVE-HATTERV & ASSOCIATES CONSULTING ENG/NEEHS SCHEDULE OF GENERAL, FIELD AND LABORATORY FEES JANUARY_ 1 , 1979 GENERAL i Mobilization Charges - Based on round trip mileage From Nearest Office Private Automobile or Auxiliary Vehicle Drill $ Rig (Minimum Charge of $100.00) .20/mile Per'Diem Rate (Charge if site is more 1.25/mile than 40 miles from, naarest offica), per individual f All Terrain Vehicle Utilization 25.00/day 100.00/day Boring Location Survey ' 50.00/hour Stand -By Time, in excess of normal set-up time, as a result of clients request or action Truck I 1 All Terrain Vehicle 60.00/hour 75.00/hour Spccillized Drilling Equipment, Equipment for Moving Drilling Equipment at Site, Permits, Etc. Cost + 152 SOILS - FIELD I Auger Drilling - Hollow Stem Augers Structure Boring - Utilizing Standard Penetration Test (2-1/2 intervals to, 15' 51 intervals to 501, 10' intervals thereafter) 0' - 251 25' - 50' 5.50/Eoot 501+ 6.00/foot 6.80/foot G :,-A PAa'r, 6A y!:iPrjri GFS I1011119 bUMuOuf II IAAnI;eN 10'NA rnY VINIUN gES'r Z10CU� AVp1LAB !r ... _ .. ,.�,... MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES HINES k8 Schedule of General Field and Laboratory Fees lannary 1, 1979 P.nli Two Auger Drilling -'Solid Augers Profile Boring - Samples at 5' intervals to 501, 10' intervals thereafter i 0' - 25' 25' - 50' 50'+ Profile Boring - Without samples, defining top of rock and water table 0' - 25' i 25' - 50' 50'+ Wash Boring, Surcharge 0' - 25' 25' - 50' 50'+ Hourly Drilling Rates Truck and One Technician Truck and Two Technicians All -Terrain Vehicle, Surcharge 11ard Auger Drilling - Through weathered rock or material consisting primarily of broken rock, concrete, rubble fill, etc. (Standard Penetration Resistance > 50 Blows Per Foot) Rock Drilling Bitting Coring, NWV Size Set Up/Boring Requiring use of auxiliary water source, additional SHIVE•HATTERY& ASSOCIATES ter.. ._-__ ._---•-.,..�,-. MICROFILMED BY JORM MICROLAB CEDAR RAPIDS•DES MOINES $ 5.00/foot 5.50/foot 6.30/foot 4.50/foot 5.00/foot 5.80/foot .75/foot 1.00/foot 1.25/foot 50.00/hour 60.00/hour 100.00/day 11.00/foot 14.00/foot 17.00/foot 45.00/each 30.00/day MICROFILMED BY JORM MICROLAB CEDAR RAPIDS•DES NINES Schedule of General Field and Laboratory Pees January 1, 1979 Page Three Samping and Testing Additional Standard Penetration Tests $12.50/each Shelby Tube ("Undisturbed"), 2" or 3" diameter 12.50/each Large Volume Bag Sample 15.00/each Rimac Unconfined Compression Value 4.00/each [land Penetrometer Value 1.50/each Vane Shear Value, Torvane 5.00/each Srismic Refraction Tasting i Equipment Cost 100.00/day j Test 75.00/each j Slotted Well Point Installation, In Drilled Bore I hole I Set Up/Well Point 60.00/each Material Cost - 2" 2.50/foot Material Cost - 3" 4.50/foot SOILS - LABORATORY Shelby Tube Extrusion, Sample Preparation, and Logging 7 .00/each Natural Moisture Content 2.00/each Dry Unit Weight, Shelby Tube Specimen 2.00/each AIALvrbcrg Limits I i LL, PL, PI 25.00/set SL 15.00/each Mechanical Analysis Hydrometer 25.00/each Sieve 20.00/each Sieve, Washed Over #200 25.00/carh Combined llydrometer/Sieve 42.50/each Specific Gravity 20.00/each Unconfined Compression Testing Soil W/0 Stress - Strain Curve 10.00/each • j W/Stress - Strain Curve 15.00/each Rock, including cutting and capping 25.00/each 1 SHIVE•HATTERY& ASSOCIATES 1 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS•DES NINES a SHIVE•HATTERY d ASSOCIATES MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES Schedule of General, Field and Laboratory Fees January 1, 1979 Page Four Compaction Testing (Proctor) Standard $65.00/each Modified 75.00/each Relative Density, Maximum/Minimum 75.00/each I California Bearing Ratio (single point) 70.00/each Consolidation Testing, including e - log p curve Loading Cycle - 1/4, 1/2, 1, 2, 4, 8, 16 150.00/each tsf, Typical Unloading Cycle - 8, 4, 1 tsf Typical 50.00/each Additional Load or Unload Increment) 15.00/each Time Ratio Curve, Per Load Increment 12.00/each Triaxial Testing Unconsolidated - Undrained (Q) - 3 Specimens/Test 175.00/test Consolidated - Undrained (R) - 3 Specimens/Test 225.00/test Consolidated - Drained (S) - 3 Specimens/Test 2.75.00/test Additional for Pore Pressure Measurements 175.00/test Permeability Testing Falling Head or Constant head 80.00/each Pock Quality Designation (RQD) Determination 5.00/each I.emolded Sample for Test Purposes 30.00/each Unified or AASHTO Classification, Additional to Required Testing 2.00/each ph Determination 15.00/each Sulfate Determination 20.00/each Other Chemical Contents On Request MATERIALS - FIELD Coring of Concrete or Asphalt Equipment Cost (per inch diameter per inch core) 1.25 Generator or Nater Source 15.00/day Swiss dammer, Compressive Strength 10.00/test SHIVE•HATTERY d ASSOCIATES MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES .f Schedule of General L.ield and Laboratory Fees^ January 1, 1979 Page Five i Nuclear Densometer Equipment Cost - Elourly Equipment Cost - By Test Pachometer (size and location of reinforcing steel) MATRRIALS - LABORATORY Concrete Cylinders (6" x 12" Nominal) Mold Break, including curing, capping, and reporting Hold, cured but not broken Unit Density Mix Design Development of Theoretical Mix Design Certification of existing design Trial Batch, including 6 test cylinders and molds Cut Specimen Absorption Unit Density Trimming Break, including curing, capping and reporting Block Testing Single Block - Break Prism - Break Absorption Net Area Determination Beam Testing Flexural Strength, including net area determination Molding Equipment SHIVE•HATTERY 6 ASSOCIATES JORM MICROLAB CEDAR RAPIDS -DES MOVIES $ 5.00/hour 100.00/week 3.00/each 25.00/day .60/each 4.50/each 3.00/each 1.00/each 100•. 00/each 65.00/each 165.00/each 10.00/each 9.00/each 7.50/cut 10.00/each 15.00/each 20.00/each 10.00/each 15.00/each 20.00/each 4.00/each ■ Schedule of General, Field and Laboratory Fees^ January 1, 1979 Page Six Asphalt Flash Point Determination $50.00/each Extraction (Centrifical Method - $10.00 Additional) 55.00/each With rradation 75.00/each Marshall Density (3 specimens), mix provided 30.00/each Cut Specimen Unit Density 9.00/each If more than 3 specimens 6.00/each Roofing Sample, Quantitative - New Roof 175.00/each Roofing Sample, Quantitative - Existing 225.00/each Roof Aggregates - Bulk Specific Gravity (SSD) 25.00/each Absorption 20.00/each Dry Rodded Unit Weight 18.00/each MISCELLANEOUS INSPECTION Caissons, piling, or earthwork inspection will be charged utilizing standard hourly rates of required technical personnel, including travel time. Equipment costs will be charged at the rates outlined above. Additional o• special testing rates will be quoted on request. SHIVE.HATTERY 6 ASSOCIATES JUHM MIGHOLAB CEDAR RAPIDS -DES Id01NES i I