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HomeMy WebLinkAbout1978-02-28 Resolutionjl. IL;4LU by JORM MICROLAB CLUAR RAPIuS A11U OL, RESOLUTION NO. 78-64 RESOLUTION TO ISSUE DANCING PERMIT BE IT RESOLVED BY THE CITY COUNCIL OF IOWA CITY, IOWA, that a Dancing Permit as provided by law is hereby granted to the following named person and at the following described locations upon his filing an application, having endorsed thereon the certificates of the proper city officials as to having complied with all regulations and ordinances, and having a valid Class "B" Beer Permit, to wit: Jirsa-Lovetinsky, Ltd. dba/Moody Blue, 1200 S. Gilbert Ct. It was moved by Balmer and seconded by Perret that the Resolution as rea e a opted, and upon roll ca t ere were: AYES: NAYS: ABSENT: Balmer x deProsse x Erdahl x Neuhauser x Perret x Roberts x Vevera x Passed and approved this 28th day of 197 8 Attest:Ilse. City Clerk Mayor I41CROFILMED By DORM MICR+LAO (,.,I AD I,A r I,), . pFS IdO i I:FS February I WiLAUI ILi'1Cu By JORI4141CROLAB LGOA,< RAPW� AND .tESOLUTION N0. / T/'✓ RESOLUTION APPROVING CLASS C LIQUOR CONTROL LICENSE APPLTCM TM BE IT RESOLVED BY THE CITY COUNCIL OF IOWA CITY, IOWA, that a Class C Liquor Control License application is hereby approve 'Por the following named person or persons at the following described location: Michael R. Hanrahan dba/St. Michael's Saloon, BOO S. Dubuque Said o any ons re- strictionsvhereafter al shall bimposed cbytordinance dorir state law. The City Clerk shall cause a recommendation for approval to he together dwith dthe olicense n the pfeecacertificate ofplition and financial d the e financial he ises and otherninformationuortdocuments y bond, krequired etch of tto themall Iowa Beer and Liquor Control Department. It was moved by Balmer and seconded by Perret that the Resolution as rea a adopted, and upon roT ca there were: Balmer deProsse Erdahl Neuhauser Perret Roberts Vevera Passed and approved this AYES: x F-4 n i Attest: L City Clerk i NAYS: ABSENT: 28th day of February , 19 78 Mayor MICR01 WIN By 1 JORM MICR¢LAB fl'PAu n,gp�n< . I)F . 'd I,V 110(0,4 Mlu<U !LMLO by JURM MICRULAB ,cDAit RAPiuj AhU JL� RESOLUTION NO. 78-66 RESOLUTION AMENDING THE DESIGN STANDARDS FOR PUBLIC WORKS IMPROVEMENTS IN IOWA CITY, IOWA, BY THE INCLUSION OF STANDARDS FOR SUBDIVISIONS IN JOHNSON COUNTY AND WITHIN THE TWO MILE EXTRATERRITORIAL LIMIT WHEREAS, the City Council of the City of Iowa City, Iowa, by Resolution No. 75-120 adopted certain standards for public improvement projects in Iowa City, Iowa, and WHEREAS, it is the policy of the City to adopt special standards for improvements in subdivisions in Johnson County within the two mile extraterri- torial jurisdiction of the City of Iowa City, and WHEREAS, these standards have been developed with minimum design standards for the construction of improvements acceptable to the City in the event of annexation. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA: 1. That an Addition to Design Standards for Public Works Improvements as proposed by the Department of Public Works be adopted. 2. That the Addition be titled, "Section XI - Design Standards for New Developments Located Outside the City Limits of Iowa City, but Within the Two Mile Extraterritorial Limit." 3. That copies of the Addition be kept on file with the City Clerk. It was moved by Neuhauser and seconded by Perret that the Resolution as read be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x x x x Passed and approved this 28th BALMER dePROSSE ERDAHL NEUHAUSER PERRET ROBERTS VEVERA February 1978 day of Oi LG • ry MAYOR I ATTEST: cs +-@. ,�J Rsceivad i4 A^;.rovod CITY CLERK 6y Ti-! L2!3zl D_palt:n_nt �c— yo8 i 141C110fILl4L.n BY DORM MICRQLAB fIf) AP PArin', . ',f5 14019(°, ht;Ui<W ILALU by JURM MICRULAB CLUAI< RA4 io iiiiU vL. city of Iowa AZ DATE: February 28, 1978 TO: Neal Berlin and City Council FROM: Eugene A. Dietz, City Engineer RE: Proposed Rural Design Standards This memo is written in response to a letter dated February 27, 1978, from MMS Consultants to the Mayor and City Council. The questions raised by Mr. Meyer are answered herein in the same order as raised. 1. Paragraph 2.1, water main material specifications. Mr. Meyer is correct, !'change in nomenclature has caused confusion. The specification should be changed to require DR -18 for PVC water main for a 150 psi working pressure. If ductile iron pipe is to be used, it was intended that the same material used in the City system be specified, which is a Class 52 D.I.P. It is further recognized that the probability of a rural subdivision installing a water system is remote. However, if they do, these requirements are intended such that their system could be connected to the City system without major modification. 2. Paragraph 2.2. The specifications do not require the installa- tion of fire hydrants. But if desired (as in River Heights), the developer's engineer shall design them to the specifications Mr. Meyer refers to. 3. Paragraph 1.8. I believe that it is a recognized fact that 27, is a desirable grade for grass waterways. However, we did recognize that in some instances this may prove a difficult task in rural areas so we made 1% the required minimum for ditches. It is extremely difficult to grade grass areas at 1% and still obtain drainage without standing water (and mosquitoes) and therefore good engineering practice will dictate steeper slopes where practical. The minimum 12" dia. culvert is meant to provide a relatively maintenance free drainage system for the roadway which I believe is fairly compatible with existing county standards. Twelve inch culverts are probably not the most conducive to storm water management. However, it would be desirable that roadway ditches not be the primary location for storm water factilites, since in time if the subdivision is annexed, it may be desirable to eliminate the ditches to conform to an urban street cross section. Although perhaps unlikely, it doesn't eliminate the option if retention facilities are located elsewhere. A MICRO[ I041a By JORM MICR46LA13 MILIWt ILi'ILU BY JORM MICROLAB -2- 4. Section 1.1 and Section 4.2. It is desirable to maintain the 4:1 slopes for ditches such that they can be properly maintained safely by the property owner. This does have the effect of limiting the depth of the ditch to 2 feet. The alternative would be for an underground storm system as within the City, which is allowed in these standards on a lesser right-of-way or a wider right-of-way. I would recommend that steeper slopes not be allowed from the maintenance standpoint. Mr. Meyer's reference to a maximum ditch grade of 3% is based on the first draft of the specifications. Vie did recognize the problems associated with this maximum grade and it was therefore eliminated in subsequent drafts. Mr. Meyer raises several good issues which have been addressed above. It is my recommendation, aside from the changes in the water main material specifications - DR -18 and Class 52 D.I.P., that the standards be approved as written. MICRO1 ILMCD BY JORM MICR¢LAB rr DAn unvin': . 9rt MnINF' miujwiILMLii BY JORM MICROLAb 3� NYEULTAN,�,TE(319) 351-8282 327 Kirkwood Ave, Iowa City, Iowa 52240 LEDAit RAPiU�) AIIU uL� February 27, 1978 Ronald R. Meyer, P.E. & L.S. Robert D. Mickelson, L.S. Larry R. Schni[ryer, L.A. Honorable Mayor and City Council ll. IS Int Civic Center FEB2 71978 LI'� Iowa City, Iowa 52240 Re: Proposed Design Standards for Rural Developments fiBblE STOLFUj CITY CLERK Dear Mr. Vevera: //.'aa 4M, Reviewing the proposed regulations referenced above leaves me with some confusion which I hope can be clarified prior to their adoption. I am confused as to the intention of Section XI — 2.0 Water Distribution Systems in several instances. Paragraph 2.1 — Current Iowa D.E.Q. regulations require conformance with AWWA C-900 for P.U.C. pipe. This standard lists three classes of pipe: DR 25 = 100 psi pressure class DR 18 = 150 psi pressure class DR 14 = 200 psi pressure class I am wondering if the proposed SDR 17 or less requirement was a carry over from the previously accepted rating system, or if indeed it intends to exclude all but the OR 14 rated PVC pipe. Such intention would effectively eliminate use of PUC entirely, due to the high cost of pipe of this class. On the other hand, no minimum class rating is indicated for ductile iron pipe. Does this imply acceptability of class 50 D.I.P. which is much less costly than DR 14 PUC? It may also be helpful, to point out in the regulation that IDEQ permit requirements apply to those systems with 15 or more hook—ups or a population served of 25 or more, in addition to approval of Johnson County. Paragraph 2.2 — IDEQ regulations prohibit construction of fire hydrants on mains smaller then 6—inch diameter, and/or where a pressure of less then 20 p.s.i, could be developed in the system during fire flows. ENGINEERING — LAND SURVEYING — PLANNING — LANDSCAPE ARCHITECTURE rnceonu•leo or 1 JORM MICRI LAS room; uarf!nl . !IF,, -IOIIffC f•i!LkUi ILFkU BY JORM MICROLAB Honorable Mayor and City Council February 27, 1978 LLUAR RAHl05 AFIU JL, I would doubt that any rural subdivision, except those served by the municipal system, would have a water supply of sufficient capacity to permit installation of fire hydrants, regardless of main size. This being the case, I am wondering what this paragraph specifically intends. Page 2 I am also particularly concerned with the requirements for road ditches. The limitations in Paragraph 1.8 of 1.0% minimum ditch grade and 12—inch minimum culvert size would seem conducive to rapid run—off and not particularly compatible with storm water management practices. I hope that serious consideration will be given to deleting these minimum re— quirements or modifying them such that the road ditches could be incorporated into the stormweter management scheme where practical. Section 1.11 and Section 4.2 of the proposed Standards reference the existing Standards for streets and storm sewers respectively. If my understanding of all of these requirements taken together is correct, very little latitude is available for allowable ditch grades. For instance, the maximum depth of ditch that can be constructed within a 60 foot R.O.W. with 4:1 aide slopes is approximately 2 feet, only 6—inches deeper then the minimum 10—inch depth requirement. Along with this, the maximum ditch grade of 3.0% is not compatible with road grades in excess of this, particularly in the range of the 12% maximum road grade allowed. To design within these limitations would mean either that the effective range of road grades would be limited to from 1.0% to 3.0%, or the R.O.W. widths would have to be widened substantially to maintain the road ditches therein. I respectfully request that due consideration be given to these pointe prior to enactment of the proposed regulations. It is my hope that these issues and any others which may have been noticed can be resolved and/or clarified before the regulations are adopted, thus avoiding the necessity of the city staff and developer's engineers doing so during implementation of the regulations. RRM:pb very truly yours, MMS consultants, Inc. Ronald R. Meyer VIICRUILMED BY i DORM MICR+LAB CI OAP PAP 05. • )rS I4010fS �•tI�RUF1LMLu BY JORM MICRULAB CLUAR RAPIDS AHu Additions to Design Standards for Public Works Improvements Page 2 Iowa City, Iowa Section XI - Design Standards for Now Development Located Outside the City Limits of Iowa City but B'ithin the Two Mile lixtraterritorial L Lin it. 1.8 The minimum ditch grad shall he I Oy! In addition, it will be necessary to place a 1 inch diameter (minimum) culvert, either reinforced concrete pip or corrugated metal pipe, through all drive approaches constnx ed overia drainage ditch. The exact size of pipe required wil he a function of the arca to be drained. 1.9 The subgrade shall be scarif cd to a depth of six inches below the pavement, and compacted /t 90% of Modified Proctor Density for Portland Cement concrete p vcment and to 95$ of Modified Proctor Density for Asphaltic ment concrete pavement. The subgrade in fill shall be DO°; o Modified Proctor Density except for the top six inches which sha 1 meet the requirements for the appropriate surfa cc� material.. 1.10 Drive approaches shall be hard surfaced within the right-of-way. 1.11 Section l (Streets)/o[ the Dowa�sl,aalldards prevailrinlallccasesswith Improvements in Io as City, the exception of preceeding statemen s 1.1 through 1.10 of this section. gl 2.0 Water Distl"OuXiuu �y 2.1 1Ve1I(s) shal conform to the requirements of the Johnson County Ilcalth Depa tment and the distribution sys em, if installed, (water mai) shall be either ductile cast i on pipe (ANSI A21.50 manufact ed in accordance with ANSI A21.50) or foo vinyl psi design chlorid pipe (PVC AS1T1 D1784, Type 1, Grade , stress nd SDR of 17 or less). 2.2 It sh 1 be the responsibility of the Dcvclope 's Engineer to cstab�ish a fire rating for the arca being dove oiled. Prior to plat/approval there shall be a letter of transmittal from the appropriate Fire Protection District approving s acing, location, number of fire hydrants, size of mains, pressure,' etc. 2.3 Connection to the City of Iowa City Distribution System is subject to Council consideration based on availability. Generally, annexation is a criteria which must be "et - M -6 5, 1-117 111CRofluuD By JORM MICR+LA13 Ni�utUr iLALU BY JORM 141GROLAB I.tUAi< RANiuJ ANU uL Additions to Uesign Standards for Pubis Works Improvaiients Iowa City, lova Page I Section XI - Design Standards for Now Development located Outside the City Limits of Iowa City but Within the Two %tile Extraterritorial NOPE: R9uenever applicable, the original Design Standards for Public Works Improvements in Iowa City, Iowa, including the revision of Section VII (Storni Sewers) and the addition of Section X (Erosion and Sedimentation Control) shall prevail. 1.0 Streets 1.1 Streets shall be designed for a minimum of 22 foot wide pavement (edge of slab to edge of slab). Curb and gutter will not be required. See Figure 1. 1.2 The right -of -many for local streets without curb and gutter shall be 60 feet in order to enable retrofit of sewer, water, and sidewalk in the future as necessary; otherwise, the right-of-way for local streets with curb and gutter and storm sewer shall be 50 feet. The right-of-way for arterial, industrial, and collector streets for the developed area shall be determined in conjunction with the Planning and Zoning Commission. 1.3 The maximum street grade for local streets shall he 12i. L 4 'file pavement cross section for all Pavements will he a 2" parabolic crown. This cross slope is equivalent to 1/4 inch per foot. The cross section is as shown in Figure 1. 1.5 The pavement slab shall be constructed of one of the following materials. The Standard Specifications for Highway and Bridge Non -reinforced Portland Cement concrete conforming to the Iowa State Highway Commission C-3 mix or M-3 mix as applicable. Full depth Asphaltic Concrete hot mix conforming to the Iowa State Highway Commission standards for Type "B" base and 1-3/4 inch minimum thickness Type "A" surface course. If curb and gutter is desired for an Asphaltic concrete street, curb and gutter shall consist of Portlond Cement concrete. 1.6 The required pavement thickness for local streets shall be six inches Portland Cement concrete or eight inches Asphaltic concrete. Pavement thiclmess requirements for arterial, industrial, and collector streets shall be designed on the basis of soil conditions and projected traffic loading. 1.7 Minimum corner radius for those streets with curb and gutter shall be 17.5 feet. For those streets without curb and gutter, minimmmn corner radius shall be 20 feet- I__ eet. I IAIC - _—MICROI _ ILIdCl1 By i JORM MICR+LA9 fi"Ilmf: unPl^'PC°, Ptm l'IC'; MluiWl iU•ILU 8Y JORM MICROLAB LLUAi< K1nVlw AkU Additions to Design Standards for Public Works Improvements Iowa City, Iowa Page 2 Section XI - Design Standards for New Development Located Outside the City Limits of Iowa City but Within the Two Able Extraterritorial Limit. 1.8 The minimum ditch grade shall be 1.0%. In addition, it will be necessary to place a 12 inch diameter (minimum) culvert, either reinforced concrete pipe or corrugated metal pipe, through all drive approaches constructed over a drainage ditch. The exact size of pipe required will be a function of the area to be drained. 1.9 The subgrade shall be scarified to a depth of sic inches below the pavement, and compacted to 900 of Modified Proctor Density for Portland Cement concrete pavement and to 951 of Modified Proctor Density for Asphaltic Cement concrete pavement. The subgrade in fill shall be 90% of Modified Proctor Density except for the top six inches which shall meet the requirements for the appropriate surface material. 1.10 Drive approaches shall be hard surfaced within the right-of-way. 1.11 Section 1 (Streets) of the Design Standards for Public Works Improvements in Iowa City, Iowa, shall prevail in all cases with the exception of preceeding statements 1.1 through 1.10 of this section. XI - 2.0 water Distribution Systems 2.1 Well(s) shall conform to the requirements of the Johnson County Ilcalth Department and the distribution system, if installed, (water main) shall be either ductile cast iron pipe (ANSI A21.50), Class 52; or poly vinyl chloride pipe DR -18, 150 psi design pressure (AhIVA C-900). 2.2 It shall be the responsibility of the Developer's Engineer to establish a fire rating for the area being developed. Prior to plat approval there shall be a letter of transmittal from the appropriate Pire Protection District approving spacing, location, number of fire hydrants, size of mains, pressure, etc. 2.3 Connection to the City of lora City Distribution System is subject to Council consideration based on availability. Generally, annexation is a criteria which must be nuet. Rev. 3/78 I•I I CROP I LI•IL D R4 JORM MIC RQL A 13 CrMV f, ',< . •,r5 }InIAfC MILIWi ILMLJ by JORM MICROLAB • LLUAR k0lu�) ANU OL., %��•"� ^' FIGURE 1 Additions to Design Standards for Public Works Improvements Iowa City, Iowa Section XI - Design Standards for New Developnent Located Outside the City Limits of folaa City, but Within the Two Mile Extraterritorial Limit. TYPICAL STREET CROSS -SECTION FOR 50' R.O.W. 1i7M I. Pavement thickness for local streets shall be six inch Portland Cement concrete or eight inch Asphaltic concrete. 2. Street width shall be designed for a minimun of 22 feet (edge of slab to edge of slab). Curb and gutter will not be required. 3. Minvlwn corner radius for those streets without curb and gutter shall be 20 feet. For those streets with curb and gutter, minimum corner radius shall be 17.5 feet. 4. Grass section for all pavements shall haw n 2" p,n•uholic. clown with fl Ihrc" fool :Ihaulder having, n 41 cross slop". 5. Cross slope for ditches shall he no steep". Lhnn 4:1; miniuunn dl'plh of ditch as measured from outside edge of shoulder Lu bottom of ditch shall be IS inches; minimum ditch grade shall be 1%. 6. The slope of. 4.5% for a driveway is a typical grade. � M I CROr ILMLn By i DORM MICR#LAO rr Pail • 91'" MnMrS MlwkUi IL&b by JORM MICkOLAB CLDAi< kAPIJ� ANU JL C...L. , Additions to Design Standards for Public Works Improvements Iowa City, Ioisu Page 3 Section XI - Design Standards for New Development Located Outside the City Limits of lows City but within the 'No Mile Extraterritorial Limit. XI - 3.0 Sanitary Sewer 3.1 The following methods of sanitation will be acceptable: A. Septic Tanks: Septic tanks shall conform to the requirements of the Johnson County Department of Health. 11. Lagoons: Considering the possibility of the collection system (sewer pipes) connecting to the City sewer sometime in the future, said collection system shall conform to Section Vi (Sanitary Sewers) of the Design Standards for Public Works Improvements in Iowa City, Iowa. lagoons shall conform to the requirements of the Department of Environmental Quality (DEQ). C. Sewer Mains: All sewer mains shall conform to Section VI Sanitary ewers) of the Design Standards for Public Works Improvements in Iowa City, Iowa. 3.2 Connection to the City of Iowa City sewer system is subject to Council consideration based on availability. Generally, annexa- tion is a criteria which must be met. XI 4.0 Storm Sewers 4.1 'file Storm Water Management Ordinance shall apply to new developments located outside the City limits of Iowa City but within the two mile extraterritorial limit except Old Man's Creek watershed. 4.2 All storm sewers shall conform to revised Section VII (Storm Sewers) of the Design Standards for Public Works Improvements in Iowa City, Iowa. 4.3 Culverts shall be a minimum of 12 inches in diameter; either reinforced concrete pipe or corrugated metal pipe (minimum gauge 18 and corrugations 2"x1j", 2-2/3"x14", and 3"x1") shall be used. Culverts shall conform to the Standard S ccifications Cor Ili "IL and 11rid e Construction, Series o minim cover over tic top o culvert s call a six inc es. XI 5.0 Underground Utilities 5.1 Whenever a subdivision shall be laid out such that a now street is required, telephone and electric utilities shall be underground. It is not intended that small subdivisions which would use an existing county road would follow this requirement since overhead utilities are probably directly adjacent to the property. r V! MIMInMramr DORM MICR6LAS frPAV 11,111'xMWIIS 6(IufUrIL•iLU By JURM MICRULAB LiUAit kAVIU� ANU A :'w .:... Additions to Resign Standards for public Works Improvements Page I Iowa City, low,l Seclinn XI - Resign Standards for New Development Lorrtcd t>rtside the City Limits of Iowa City but Within tile'I,wo t`Iile I!xtraterritorial Limit. XI - 6.0 General 6.1 The City of Iowa City shall require an agreement stating that whenever the development is annexed within the City limits of the City of Iowa City all connections of the development's utilities onto the City's utilities may be required. 6.2 The City of Iowa City also requires assessment waivers for all public improvements (water, sanitary sewer, storm sewer, and pavement). Streets built by this ordinance are not intended for inclusion in this waiver. 6.3 City staff will not perform detailed construction observation of the improvements being installed. It shall be the responsibility of the developer to retain a Registered Professional Engineer to perform construction observation. Upon completion of the work, the Engineer for the developer shall certify to the City that he has witnessed the work and that sufficient materials testing has been performed such that the work conforms to the City's specifications. Costs for this inspection work shall be paid by the developer. 6.4 Section 9.50.6A of the Subdivision Code (Modification of Requirements) would apply to subdivisions within the two mile extraterritorial limit. Requirements which may be waived include but are not limited to paved streets and underground utilities. Among other criteria to be used in granting these exceptions would be the likelihood of annexation to the corporate limits and the feasibility of supplying services to the subdivision. MICRO[ ILI4Ca By JORM MICR+LAB MPAR 0APTY • NMOVIF, Hiuj<UFILI.ILU 8Y JORM MICROLAB GtOAH RAPIu� ANU )L� RESOLUTION NO. 78-67 RESOLUTION ACCEPTING PRELIMINARY PIAT' OF LIN -DEN HEIGHTS, PART 2 BE IT RESOLVED BY THE CITY COUNCIL OF IOWA CITY, IOWA, that the approval of the preliminary plat for Lin- Den Heights, Part 2 be granted with the following conditions: 1. Street requirements are waived as long as the property owner is willing to sign a waiver on assessments for streets at time of annexation. It was moved byNeuhauser and seconded by Erdahl that the resolution aa reed be adopted and upon roll call there were: AYES: NAYS: ABSENT: Passed and approved this 28th ATTEST CITY CLERK day of February , L978, MAYOR I Idif.ROf ILidfn BY JoRM MICR+LAB Rceeived & Approved By The Laval D=partmont 0 <-- MILiWl IL& U BY JORM MICROLAB BS IT approval of vi None. LLDAR RAPIUb AiIU IL RESOLUTION NO. RESOLUTION AC ETINGRTIARR�T' OLS2 VID BY THE CITY COUNCIL Of IOWA CITY, IOWA, that the preliminary plat for Lyn -Den Heights, Part 2 It was moved by / that the resolution &' AYES: NAYS: AESINT: and seconded'by and upon roll call there were: Mused and approved this day of , 1978. ATTEST: CITY CLERK MAYOR IdICReEILMED BY JORM MICR+LA6 frpAn Vapin< . nr5 -ionrS Received & Approved By The legal Department 6k<_ F1lw(Ur ILi,ILU BY JURM 141CROLAb LEUAR RANWy A!U UL RESOLUTION NO. 78-68 RESOLUTIONI APPROVING PRELIMINARY AND FINAL LARGE SCALE NON-RESIDENTIAL DEVELOPMENT, EASTDALE MALL WHEREAS, the owner, Eastdale Corp., has filed with the City Clerk of Iowa City, Iowa, an application for approval for a large scale non-residential development for the following described premises located in Iowa City, Johnson County, Iowa, to -wit: Lot 11, F.astdale Mall, an addition to the City of Iowa City, Iowa, according to the recorded plat thereof. WHEREAS, said property is owned by the above-named party and no dedications are required; and WIiEREAS, the Department of Community Development and the Public Works Department have examined the proposed large scale non-residential development and have approved the same; and WHEREAS, the said large scale non-residential development has been examined by the Planning and Zoning Commission and after due deliberation said commission has recommended that it be accepted and approved; and WHEREAS, said large scale non-residential development is found to conform with the requirements of the City Ordinances of the City of Iowa City, Iowa. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Iowa City, Iowa: 1. That the said plan is hereby approved as a large scale non-residential development. 2. That the said large scale non-residential development shall conform with all the requirements of the City of Iowa City, Iowa, pertaining to large scale non- residential developments. 3. That the City Clerk of the City of Iowa City, Iowa, is hereby authorized and directed to certify a copy of this Resolution to the office of the County Recorder of Johnson County, Iowa, after final passage and approval as authorized by law. PASSED AND APPROVED this 28th day of February , 1978• It was moved by Balmer and seconded by Perret that the Resolution as read by adopted and upon roll call there were: Name Ayes Nayes Absent BALMER x dePROSSE x ERDAHL x NEUHAUSER x PERRET x Rccaived E Approved By Tho, tergal DaparPnrnt .- 1' ! MICROFILMED BY JORM MICR+LA9 yro Fi il. i<U11LH4 U BY JORM MICROLAB LEUAr< RAVIu�, AND RESOLUTION NO. 78-69 RESOLUTION ACCEPTING PRELIMINARY PLAT' OF WOODLAND HILLS ADDITION, PART 2 BE IT RESOLVED BY THE CITY COUNCIL OF IOWA CITY, IOWA, that the approval of the preliminary plat for Woodland Hills Addition, Part 2 be granted with the following conditions: That a waiver in the construction of streets meeting City specifications be approved. i It was moved by Balmer and seconded by Neuhauser that the resolution as read be adopted and upon roll cell there were: AYES: NAYS: ABSENT: x x BALMLK x dePROSSE NEUHAM R x x VEVERA Passed and approved this 28th day of Febbrruuary , 1978. MAYOR ATTEST 1 c C'' ..a F.. ::I CITY CLERK Cr T;.. :9:.; U.pan;n:ni I41CRW ILMEO BY i JORM MICRd•LAB f�M4n un o;n� O[t FI01 NE< 1sr JWl 1-11CkUUu A RETAKE OF PRECEDING DOCUMENT ���� Slllatal ILIALiI 61' DORM MICROLA9 JORM MICROLAB TARGET SERIES 0 I JORM MICR+LAB CFDAP RAPIDS • DFS t4omrN MILROFILMLD BY JORM MICROLAB LEDAk RAPIDS AIVU MlutWliLMLU BY JORM MICHOLAb Lt DAH kAvtuS ACID ul RESOLUTION NO. 78-69 RESOLUTION ACCEPTING PRELIMINARY PLAT' OF WOODLAND HILLS ADDITION, PART 2 BE IT RESOLVED BY THE CITY COUNCIL OF IOWA CITY, IOWA, that the approval of the preliminary plat for Woodland Hills Addition, Part 2 be granted with the following conditions: That a waiver in the construction of streets meeting City specifications be approved. i It was moved by Balmer and seconded by Neuhauser that the resolution as read be adopted and upon roll call there Pere: AYES: NAYSt ABSENT: x x BALMER Passed and approved this 28th ATTEST: . CITY CLERK day of February , 1978. MAYOR -TI `—,OFILMEO By i JORM MICR4�LAS (rPAP PAP!"' ^E `, ISOI pES I•. .. -!_J Gy T:..:;yc PiiW(UriLA4 L) BY DORM 141CkOLA6 LLUAI( RAPij`) AND OL.+ I,,..�... , ......, RESOLUTION NO. RESOLUTION ACCEPTING PRELIMINARY PLAT' OF WOODLAND HILLS ADDITION, PART 2 BE IT RESOLVED BY THE CITY COUNCIL OF IOWA CITY, IOWA, that the approval of the preliminary plat for Woodland Hills Addition, Part 2 1. That an ea ment be provided to the detention facilities. 2. That there be a illustration of a T intersection between the two streets ovided. 3. That there be a revision of the wording in a note on the plat regarding dedication of the/streets. 4. That a waiver in the construction of the streets meeting City specificationsb approved. 5. That a waiver of assessment for future improvements be submitted. / i Itw moved by and seconded by that the; as read be adopted and upon roll call there Pere: AYES: NAYS: ABSENT: BALMER dePROSSE ERDAHL NEUHAUnT- PERRET ROBERTS VEVERA Passed and approved this /I/?I ATTEST: — zjl c i CITY CLERK day of , 1918. MAYOR r.:c:i•::w a A,:-:ovsd Cy T:;; L_j J Dzpartment q,_ •1` IdICRn:ILIdCn BY JORM MICR�LAS f�pAP a,v nr iCq !4WICS, y// miiLkOrIL LU BY JORM 141CROLAB LLUAR RAPIDS AND ULS RESOLUTION NO. 78-71 A RESOLUTION AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST TO A CERTIFICATE OF COMPLIANCE PERTAINING TO CERTAIN PROPERTY OWNED BY THE CITY OF IOWA CITY, IOWA AND LOCATED WITHIN THE URBAN RENEWAL PROJECT AREA. WHEREAS, the City of Iowa City, Iowa in furtherance of the objective of Chapter 403, Code of Iowa, has undertaken a program for the clearance and reconstruction or rehabilitation of slum and blighted areas in the City, and in this connection the City is en- gaged in carrying out an urban renewal project in an area located in the City; and WHEREAS, the following property as more particularly described in Schedule A and located within the urban renewal project area was acquired and disposed of by the City of Iowa City, Iowa pursuant to and in compliance with the provisions of Chapter 403,Code of Iowa; NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT the mayor be authorized to sign and the city clerk to attest to a certificate that certain urban renewal property as more particularly described in schedule A was acquired and disposed of by the City pursuant to and in complaince with the Provision of Chapter 403, Code of Iowa. It was moved by deProsse and seconded by Perret that the Resolution as read be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Balmer x—_ deProsse x Erdahl z Neuhauser x—_ Perret z Roberts z Vevera Passed and approved this28th day of February , 1978, ATTEST: —!L� CITY CLERK MAYO �-- -- i Id ICAOf IL14f.11 BY JORM MICR46LAO rrpAn I!n i•I nc n<< t401'tf°, ,+pa•I;,;ti� AYPnn7F,D LIZ711? 1-117 r4k,t(Uf ILMILU BY JORM 141CROLAB LEUAR RANIub AND uL' CERTIFICATE I, Robert A. Vevera, Mayor of the City of Iowa City, Iowa do hereby certify that: The following described properties are located within the urban renewal project area and were acquired and disposed of by the City of Iowa City, Iowa in connection with and as a part of Urban Renewal Project Iowa R-14 pursuant to and in compliance with the provisions of Chapter 403, Code of Iowa. Said properties are listed in Schedule A attached to this Certificate and by this reference made a part hereof. CITY OF IOWA CITY, IOWA ROBERT A. VEVERA Vayor Civic Center 410 E. Washington St. Iowa City, Iowa 52240 ATTEST: 2( a, ABBIE STOLFUS City Clerk uIXE;IVED & AFF"(, HY THE IXGLL DEPLHI'IONT •TI MICROFILRD BY i JORM MICR+LAB CrDAR OdPIr)S nf5 14D141 `, 1-11iu<Ui ILi'!LU BY JORM I.IICROLAB Parcel No. Description LLOAiI RAPIUJ AND JLC LEGAL DESCRIPTIONS 81-1 Commencing at a point 65 feet south of the northwest corner o neftoftLot 5 he in Block 81, in Iowa City, Johnson County, g recorded plat thereof thencethence cast rth 180 fee feet �tohthe epointhoflbeginning . thence west 80 feet, feet of in Block 82. Iowa City, 82-1a Johnson County. Iowa,accordingt Lthelk All recorded plat thereof. 82-1b The east 38.50 feet fLot 1, Block 30 feet west of2theexcept northeastfcornernof said long at Point lott,, Chethence east t 30 feet, thence south 30 feet, thence, n�ccordingto the point of beginning; Iowa City, Johnson County, to the recorded plat thereof. 83_1 All of Block 83, including the Block 83 alley, Iowa City, Johnson County, Iowa, according to the recorded plat thereof, and the College Street right-of-way, from the west line of Clinton Street to the east line of Capitol Street in Iowa City, Iowa. 84-1 All of Block 84, including the Block 84 alley, Iowa City, Johnson County, Iowa, according to the recorded plat thereof. 93-1 Lot 1, 2, 3 and 4 in Block 93, in Iowa City, Johnson County, Iowa, according to the recorded plat thereof. 91_2 The north 4S feet of Lot 7, Block 93, Iowa City, Johnson County, Iowa, according to the recorded plat thereof. 93-3 The west 40 feet of the south 100 feet of Lot S, Block 93, Iowa City, 'Johnson County, Iowa, according to the recorded plat thereof. 101-1 The north SO feet of the east 25 feet of Lot 7 and the east 2S feet of Lot 8, Block 101, Iowa City, Johnson County, lows, according to the recorded plat thereof. Schedule A 5•' •T Mlcaonuaen or r JORM MICR40LA9 rrppq PAPIn' . oft MOPP: MiLt(Ur iU•1�U BY JURM b11CRULAB -2- Parcel NO. Description CLUNK KNNiW A[JU JLC 101-2 All of Lot 5, all of'Lot 6, Lot 7 except the north 50 feet of the east 25 feet of said lot, Lot 8 except the east 25 feet of said lot, in Block 101, and the Capitol Street right-of-way from the south right-of-way line of Burlington Street to the north right-of-way line of Court Street, Iowa City, Johnson County, Iowa, according to the recorded plat thereof, subject to an easement over the following described area: Commencing at the Northeast corner of Block 93 of the Original Town of Iowa City, Iowa; thence easterly along the south right-of-way line extended of Burlington Street, 22.86 feet to the point of beginning; thence southerly 320.00 feet from said right-of-way line along a line parallel to the east line of Block 93; thence westerly 11.00 feet along a line parallel to the north right-of-way line of Court Street; thence southerly 60.00 feet along a line parallel to the east line of Block 93 to the north right-of-way line extended of Court Street; thence easterly 68.00 feet along said right-of-way line extended; thence northerly 5.00 feet along a line parallel to the east line of Block 93; thence westerly 22.00 feet along a line parallel to the north right-of-way line of Court Street extended; thence northerly 375.00 feet along ■ line parallel to the east line of Block 93 to the south right-of-way line extended of Burlington Street; thence westerly along the south right-of-way, line of Burlington Street, 35.00 feet to the point of beginning. 102-1 The north 37 feet of the east 55 feet of Lot 1, Block 102, Iowa City, Johnson County, Iowa, according to the recorded plat thereof. 102-2 The east 30 feet of the north 68 feet of Lot 8, Block 102, Iowa City, Johnson County, Iowa, according to the recorded plat thereof. 102-3,4 All of Lot 4, Block 102, and the South 28 feet of Lot 3, Block 102, Iowa City, Johnson County, Iowa, according to the recorded plat thereof. 103-3 The south half of Lot 6 and all of Lot 5, Block 103, Iowa City, Johnson County, Iowa, according to the recorded plat thereof. T -4n CROI ILMID By i DORM MIC R�LAS [rgpo PA11M . nF�, in! -4i,, r•1160 ILQLJ BY JORM MICROLAB -3- • CEDAR RAPIJS AIJ JL`, :iU.:LL_, Parcel No. Description 95-1 Lots 5, 6, 7 and 8, Block 95, Original Town of Iowa City, Iowa, according to the recorded plat thereof. 95-2 Lot 4 and the south one half of Lot 2, Block 95, Original Town, Iowa City, Iowa, according to the recorded plat thereof. 81-3,4 Lot 8 and the East half of Lot 7 in Block 81, Iowa City, Johnson County, Iowa, according to the recorded plat thereof. 92-1 Lot 7 and Lot 8, the south 108 feet at Lot 1, and the south 108 feet at the east 40' at Lot 2 and the 20 feet alley running east/west all in Block 92, Original Town, Iowa City, Iowa, according to the recorded plat thereof. VIICROFILidED BY I JORM MICR¢I.AB ff OAR PAFIV 9f5 MOVJFS