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HomeMy WebLinkAbout1979-01-30 Resolution! i RESOLUTION NO. 79-36 RESOLUTION APPROVING CLASS LIQUOR CONTROL LICENSE APPL BE IT RESOLVED BY THE CITY COUNCIL OF IOWA CITY, IOWA, that a Class C Liquor Control License application is hereby approVeTTor the following named person or persons at the following described location: Lorna K. Smith dba/Smith and Company, 1210 Highland Court Said approval shall be subject to any conditions or re- strictions hereafter imposed by ordinance or State law. The City Clerk shall cause a recommendation for approval to he endorsed upon the application and forward the same together with the license fee, certificate of financial responsibility, surety bond, sketch of the premises and all other information or documents required to the Iowa Beer and Liquor Control Department. It was moved by Perret and seconded by Neuhauser that the Resolution as read be adopted, and upon r-51 ca there were: Balmer deProase Erdahl Neuhauser Perrot Roberts yevera AYES: NAYS: ABSENT: ..x x _ xY x _. x Passed and approved this 30th day of danuar_y , 19 79 Attest: i� J City Clerk Mayor MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES 185 LP1 RESOLUTION N0. 79-35 RESOLUTION APPROVING CLASS LIQUOR CONTROL LICENSE APPLZ ;WMT,'el BE IT RESOLVED BY THE CITY COUNCIL OF IOWA CITY, IOWA, that a Class C Liquor Control License application is hereby approve3Tfor the following named person or persons at the following described location: Bushnell's Turtle, Inc. dba/Bushnell's Turtle, 127 College St. Said approval shall be subject to any conditions or re- strictions hereafter imposed by ordinance or State law. -The City Clerk shall cause a recommendation for approval to he endorsed upon the application and forward the same together with the license fee, certificate of financial responsibility, surety bond, sketch of the premises and all other information or documents required to the Iowa Beer and Liquor Control Department. It was moved by and seconded by that the Resolution as recta 6e adopted, and upon roII call there were: AYES: NAYS: ABSENT: Balmer x deProsse x Erdahl x Neuhauser Perret x Roberts x Vevera x Passed and approved this 30th day of January 19 79 Mayor Attest:O L -A1 ..ti City Clerk !u7 / MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES RESOLUTION NO. 79-37 RESOLUTION ACCEPTING THE WORK AS DONE BY PAULSON CONSTRUCTION FOR CONSTRUCTION OF PROJECTS FOR ARCHITECTURAL BARRIERS WHEREAS, the Engineering Department has recommended that the improvement covering the construction of projects for the architectural barriers as included in a contract between the City of Iowa City, Iowa, and Paulson Construction Company of West Branch, Iowa, dated September 15, 1977, be accepted, AND WHEREAS, the Council finds the improvement is in place and does comply with the requirements for such improvements, 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 Perret and seconded by Neuhauser that the resolution as read be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x BALMER x dePROSSE xv ERDAHL x NEUHAUSER x PERRET X ROBERTS VEVERA Passed and approved this 30th day of January , 1979, ATTEST: Low - CITY CLERK M YOR MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES Received R, Appravc•,:i Be Ler De an`menP Ni 2'i 111 /170 i RESOLUTION NO. RESOLUTION ACCEPTING THE WORK AS DONE BY PAULSCN CONSTRUCTION FOR CONSTRUCTICV OF PFOJBC41S FOR ARCHITEMURAL BARRIERS i WfItFAS, the Engineering Department has recommended that the im- proveme�t covering the construction of Projects for the architectural \ i 1 as includin a contract between the City of Iowa City and Paulson Co truction Carpany of _West Branch, IaW I dated _ Sept' nm r 15, 1977 be accepted, AND the Council finds the improvement is in place and does comply with the r quirements for such improvements, /en—f-iledj—, NOW THEREFORE, BL'IT RESOLVED by e City Council of Iowa City, Iowa, that said improvements a hereby accepted by the City of Iowa City, Iowa. It was moved by / and seconded by that the resolution as read pt , and upon roll call there were: i AYES: NAYS: ABSENT: i — RAIMFIR dePROSSE — ERDAHL — PERRET _ RQ/1US — , VEVERA i — Passed amid approved this day f , 1979. j I � Mayor �. ATTEST: City Clerk : LII T�� IW �L11� 1I1AFJ4`��.f ;i Ii� v D MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MINES RESOLUTION N0. 79-3_ 8 RESOLUTION AWARDING CONTRACT FOR THE CONSTRUCTION OF THE GOVERNOR STREETBRIDGE PROJErT -- -------------- WHEREAS, Hanson Concrete of Washington, Iowa, named I ect. cti has submitted pro'the best bid for the construction of the above - NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: 1• That the contract for the construction awarded to Hanson Concrete of Washin ton,fIOwa or the a -named project is hereby ordee- , $178,759.50 after awardee din alt rnat bid 1 change secure adequate performance eucerti to the condition that bond and insurance certificates. It was moved by Balmer that the Resolution as read be ado ted and seconded by deProsse P and upon roll call there were. AYES; NAYS: ABSENT, X BALMER x dePROSSE • x ERDAHL x NEUHAUSER x PERRET x ROBERTS VEVERA Passed and approved this 30th da of January y , le 79 ` HAYOR ATTEST: CITY CLERI(/ I ' r 'alYau is iA.pp7R V?� ICy Tha Lepel Dc; a:f;�I:nt 207 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 1401NES 1 i CONTRACT THIS AGREEMENT, made and entered into this 30th day of January 1979, by and between the City of Iowa City Iowa party of the first part, hereinafter referred to as the "Owner" and Hanson Concrete o409 North nu w in party of the second part, hereinafter referred to as the "Contractor". WITNESSETH: That whereas the Owner has heretofore caused to be prepared certain plans, specifications and proposal blanks, dated the 31st day of July 79�, for the Governor Street Bridge under the terms and conditions therein fully stated and set forth, and Whereas, said plans, specifications and proposal accurately, and fully describe the terms and conditions upon which the Contractor is willing to perform the work specified: NOW, THEREFORE, IT IS AGREED: 1. That the Owner hereby accepts the attached proposal of the Contractor for the work and for the sums listed therein J4114"A144/excluding Alternate No. I. 2. That this Contract consists of the following component parts which are made a part of this agreement and Contract as fully and absolutely as if they were set out in detail in this Contract: a. Addenda Numbers b, "Standard Specifications for Highway and Bridge Construction", Series of 1977, Iowa Department of Transportation, Highway Division, plus current special provisions and supplemental specificatiuns. c. Plans d. Notice of Public Hearing and Advertisement for Bids. Cr_l .....� :t..:S::.-....,L'If.:Ci'1�„•y. ... .....e.....�.. .��nu[ '.k 1]M'.K�W �.�.��.v.� / MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES e. Special Provisions f. Proposal j g. This Instrument The above components are complementary and what is called for by one shall be as binding as if called for by all. 3. That payments are to be made to the Contractor in accordance with and subject to the provisions embodied in the documents made a part of this Contract. 4. That this Contract is executed in 3 copies. i IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seals the date first written above. CITY OF IOWA CITY, IOWA Contractor- Hanson Concrete Co. (Seal) By (Seal) 0 (Title) Mayor (Title)..h., ATTEST: Q `' ATTEST: (Title) City Clerk (Title) (Company f i ct1)— CF-2 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES 1 CHANGE ORDER NO. I CONTRACT FOR: Construction of the 36' x 30' StecI Beam Bridge and Street Improvements on Governor Street for the City of Iowa City CONTRACTOR: Hanson Concrete Company CONTRACT DATE: January 30, 1979 ENGINEER'S PROJECT NUMBER: SHA 377439-2 TO: Hanson Concrete Company, Contractor You are directed to do the additional work and make such changes as noted below in the subject contract: OWNER: City of Iowa City l DATE: ;'•:1.79 NATURE OF THE CHANGE: I. The abutments are to be founded on IOBP42 steel piling driven to refusal on rock In Ileu of the spread footings. These piling are to be fitted with Pruhyn Points and field welded plate pile caps. The requirements for the piles and pile driving shall be as spedified by Section 2501 of the IDOT Specifications. Applicable portions of Section 1107 will apply to all pile driving operations. y 2. The bottom of the abutment concrete will be at the bottom of the existing concrete footing (Elevation 62.93). If the existing material at this level is not of satisfactory character, overexcavation with crushed rock backfill will be required. If this overexcavation and backfill is required, the'applicable unit prices of the contract items shall apply for these quantities. 3• The existing abutment backwails shall be removed to about 2'-3" above the existing concrete floor slab (Elevation 66.43). i 4. The top of the dead man anchor shall be raised two fent to Elevation 69.75 and the face of this anchor shall be moved 1'-6" closer to the abutment (15'-6" from the back face of the new abulmonl bar.kwal1), The bottom of the anticipated excavation in this area shall be two feet higher to Elevation 67.75. 5• The excavation classification line shall be raised to Elevation 65.0, 6. The payment for this change will be reflected in the following quantity and price adjustments. SHIVE•HATTERYA ASSOCIATES MICROFILMED BY JORM MICROLAB CEDAR RAPIDS•DES MOINES 1 _2- NATURE OF THE CHANGE (CONTINUED): 6A. la. Reduce Contract Item 1 from 180.2 c.y. to 150 c.y. with all reduction in Class C Concrete. 6a. Reduce Contract Item 6 from 1350 c.Y. to 1020 c.y. 7a. Reduce Contract Item 7 from 136 c.Y. to 40 c.y. IOa. Reduce Contract Item 10 from 1081 c.Y. to 700 c.Y. 20a. Change lump sum contract price for removal of existing structure from $26,000 to $25,000 66. Add Contract Item 30 for furnishing and driving 28 10" 42H H piling at $20.00 per linear foot. Estimated quantity is 365 linear feet. 7. The net effect of this change order shall be to provide 'a'$17,411-10 deduct from the total contract price. This reduces the base contract total of $196,170.60 to $178,759.50. This Change Order No. 1 does not alter any other provisions of this contract. The Above Change Order Is Approved: SHIVE-HATTERY_ ASSOCIATES By: �- Date: 30 d-'1 ✓V /979 The Above Change Order is Accepted: HANSON CONCRETE COMPANY, Contractor By: Date: )TH aT I5 )5 1 SHIVE•HATTERY 6 ASSOCIATE i ............ ... i MICROFILMED FY JORM MICROLAB CEDAR RAPIDS -DES MOINES 1 Si- IVE-HATTERY & ASSOCIATES CONSULT/NG ENGINEERS HIGHWAY 1 8 1.80 P.O. Box 1050 IOWA CITY, IOWA 52240 TELEPHONE: (319) 3543040 January 30, 1979 J'""l Sn"PE&LS Dona'd P Hnneq PF 6 L S F2raro D Hralrn.b P L 6 L S 4 RorIJ Dew.., PF rrannsL Hd':aoe Pr RucnR Baser PE 1 XkNo 1.10.411n PE John L lWers P E Wa14m8 Coos. PE DennisE Wroth PE WcnaetL Kammerer PE J E Hawes PE RowrIC Longer PE Larryr IJorpun PE D.vOL Johnson PE DoneWR Tnomas LS ROnaUj SaEe01:s LS D.,dH Comann PE City of Iowa City Re: Governor Street Bridge Civic Center 410 East Washington Iowa City, Iowa 52240 i Attention: Mr. Gene Dietz, P.E. City Engineer Gentlemen: , Bids were received on the above project January 22, 1979, The low base bid was in the amount of $196,170.60 and was submitted by Hanson Concrete Company, Washington, Iowa. The contractor's bid forms and a copy of the bid tabulation is attached. I Following discussions with you, we met with representatives of Hanson Concrete Company to discuss the dollar amount of their bid and the construction procedures I which they intend to use on the project. From these discussions as well as dis- cussions with other bidders and contractors who did not bid the project, the following specific concerns relative to the project were defined: 1. There is a significant risk involved in working in Ralston Creek at any time, and contractors place a high premium on this risk. 2. The potential for significant groundwater problems during the up- coming construction season is greatly increased due to the large amount of snow cover present. i 3• This is not considered a desirable project by contractors, and a i competitive bidding atmosphere does not exist. i We have discussed some specific procedural changes with Hanson Concrete Company which can be incorporated into the project to lessen the risk which the contractor must take relative to exposure to water problems. Accordingly, we have prepared the attached Change Order No. 1 which the contractor has signed and which will result In a net deduct to the base contract of $17,411.10. This will result in a contract price of $178,759.50. Considering the present snow conditions, the potential groundwater problems which may result from snow melt, and the strong concern expressed by contractors relative to the risk that they feel they have to take with this project, we feel that we could make some extensive design changes which may result in lower project costs if the project were rebid a third time. We are willing to make these design changes CEDAR RAPIDS DAVENPORT DES MOINES DUBUOUE FT. MADISON IOWA CITY VINTON MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 140IIIES �1 City of Iowa City January 30, 1979 Page Two and rebid the project if the City so desires. However, considering the expressed lack of interest in the project, we cannot be certain that rebidding will result in a lower cost than the above negotiated cost. We therefore recommend the con- tract be awarded at the above base bid price as modified by Change Order No. 1. Yours very truly, SHIVE-HATTERY b ASSOCIATES 41,11-11 C�z dQe Robert J. DeWitt, P.E. RJD:sd Attachment SHIVE•HATTERY& ASSOCIATES MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES j 1 CONTRACT FOR CONTRACTOR: CONTRACT DATE: ENGINEER'S PROJECT 14UMBER: TO: CHANGE ORDER NO. I Construction of the 36' x 30' Steel Beam Bridge and Street improvements on Governor Street for the City of Iowa City Hanson Concrete Company January 30, 1979 SHA 377439-2 Hanson Concrete Company, Contractor You are directed to do the additional work and make such changes as noted below in the subject contract: OWNER: City of Iowa Ci BY: DATE: NATURE OF THE CHANGE: I. The abutments are to be founded on IOBP42 steel piling driven to refusal on rock in lieu of the spread footings. These piling are to be fitted with Pruhyn Points and field welded plate pile caps. The requirements for the piles and pile driving shall be as specified by Section 2501 of the IDOT Specifications. Applicable portions of Section 1107 will -apply to all pile driving operations. 2. The bottom of the abutment concrete will be at the bottom of the existing concrete footing (Elevation 62.93). If the existing material at this level is not of satisfactory character, overexcavation with crushed rock backfill will be required. If this overexcavation and backfill is required, the'apPlicable unit prices of the contract items shall apply for these quantities. 3. The existing abutment backwalls shall be removed to about 2'-3" above the existing concrete floor slab (Elevation 66.43)• 4. The top of the dead man anchor shall be raised two feet to Elevation 69.75 and the face of this anchor shall be moved 1'-6" closer to the abutment (15'-6" from the back face of the new abutment backwall). The bottom of the anticipated excavation in this area shall be two feet higher to Elevation 67.75. 5. The excavation classification line shall be raised to Elevation 65.0. 6. The payment for this change will be reflected in the following quantity and price adjustments. SHIVE•HATTERY& ASSOCIATES MICROFILMED BY JORM MICROLAB CEDAR RAPIDS•DES MOINES t -2- I NATURE OF THE CHANGE (CONTINUED): 6A. la. Reduce Contract Item I from 180.2 c.y. to 150 c.y. with all reduction in Class C Concrete. I 6a. Reduce Contract Item 6 from 1350 c.y. to 1020 c.y. 1 7a. Reduce Contract Item 7 from 136 c.y. to 40 c.y. 10a. Reduce Contract Item 10 from 1081 c.y. to 700 c.y. 20a. Change lump sum contract price for removal of existing structure from $26,000 to $25,000 68. Add Contract Item 30 for furni.§hing and driving 28 10" 42N H piling at $20.00 per linear foot. Estimated quantity is 365 linear feet. 7. The net effect of this change order shall be to provide a $17,411.10 deduct from the total contract price. This reduces the base contract total of $196,170.60 to $178,759.50. This Change Order No. I does not alter any other provisions of this contract. The Above Change Order is Approved: I SHIVE-HATTERY E ASSOCIATES By: Date: 7.9 The Above Change Order is Accepted: HANSON CONCRETE COMPANY, Contractor By: • r Date: SHIVE•HATTERY 6 ASSOCIATES MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 140111ES TABULATION OF BIDS GOVER14OR STREET BRIDGE IOWA CITY, IOWA NAPAE AND ADDRESS OF BIDDER :Hanson Concrete Co. V b S Construction Cramer L Associates, In . rth Avenue B 808 E. Butler 990 N.E. 44th Ave. gton, Iowa 52353 Manchester, la. 52057 Des Moines, Iowa 50309 BID SECURITY $10,000.00 Bid Bond $10,000.00 ESTIMATED ITEM DESCRIPTION QUANTITY UNIT PRICE EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT PRICE PRICE PRICE PRICE PRICE PRICE I. Concrete, Structural 180.2 c.y. $ 258.00 $ 46,491.6 $ 238.00 $ 42,887.60 $ 200.00 $ 36,040.00 2. Steel, Structural 43,680 lbs. .82 35,817.6 .88 38,438.40 1.50 65,520.00 3. Steel, Reinforcing 21,710 lbs. .49 10,637.9 .50 10,855.00 .50 10,855.00 4. Steel, Reinforcing, Epoxy Coated 5,220 lbs. .90 4,698.0 1.05 5,481.00 .80 4,176.00 5. Handrail, Aluminum 77 I.f. 62.00 4,774.0 65.00 5,005.00 75.00 5,775.00 6. Excavation, Class 20 1,350 c.y. 14.00 18,900.0 15.00 20,250.00 15.00 20,250.00 7. Excavation, Class 21 136 c.y. 80.00 10,880.0 100.00 13,600.00 100.00 13,600.00 8. Sidewalk, Portland Cement Concrete, 4" 250 s.f. 3.50 875.0 4.00 1,000.00 2.50 625•'00 9. Sewer, 2000D Storm, 18" Diameter 55 l.f. 24.00 1,320.0 21.00 1,155.00 30.00 1,650.00 10. Backfill 1,081 c.y. 9.50 10,269.5 9.00 9,729.00 10.00 10,810.00 11. Bridge Approach Section, Reinforced, 138 s.y. 44.00 6 ,072.0 40.00 5,520.00 40.00 5,520.00 10" 12. Pavement, Standard Portland Cement Concrete, 10" 67 S.Y. 24.00 1,608.0 22.00 1,474.00 30.00 2,010.00 SHIVE-HATTERY B ASSOCIATES HIGHWAY I E1 INTERSTATE 80 MICROFILMEO BY JORM MICROLAB CEDAR RAPIDS -DES MOINES P.O. BOX 1050 IOWA' CITY, TABULATION OF BIDS GOVERNOR STREET BRIDGE 1014A CITY, IOWA PAGE 1 OF 3 BID DATE: January 22, 1979 ERY 9 ASSOCIATES HIGHWAY 1 Q INTERSTATE 80 P.O. BOX 1050 IOWA CITY, IOWA 52240 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES Hanson Concrete Co. V 6 S Construction Cramer E Associates, In:. 409 North Avenue B 808 E. Butler 990 N.E. 44th Ave. Washington, Iowa 52353 Manchester, la. 52057 Des Moines, Iowa 50309 $10,000.00 Bid Bond $10,000.00 [ATED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDEu TI TY PRICE PRICE PRICE PRICE PRICE PRICE PRICE PRICE PRICE PRICE .2'1c.y. $ 258.00 $ 46,491.6 $ 238.00 $ 42,887.60 $ 200.00 $ 36,o4o.00 lbs. .82 35,817.6 .88 38,438.40 1.50 65,520.00 lbs. .49 10,637.9 .50 10,855.00 .50 10,355.00 lbs. 90 4,698.0 1.05 5,481.00 .8o 4,176.00 I.f. 62:00 4,774.0 65.00 5,005.00 75.00 5,775.00 C.Y. 14.00 18,900.0 15.00 20,250.00 15.00 20,250.00 c.y. 80.00 10,880.0 100.00 13,600.00 100.00 13,600.00 s.f. 3.50 875.0 4.00 1,000.00 2.50 625.'00 1.f., 24.00 1,320.CK 21.00 1,155.00 30.00 1,650.00 C. Y. 9.50 10,269.5 9.00 9,729.00 10.00 lo,81o.00 S.Y. 44.00 6,072.0 4o.00 5,520.00 40.00 5,520.00 S.Y. 24.00 1,6o8.o 22.00 1,474.00 30.00 2,010.00 ERY 9 ASSOCIATES HIGHWAY 1 Q INTERSTATE 80 P.O. BOX 1050 IOWA CITY, IOWA 52240 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES TABULATION OF BIDS GOVERNOR STREET BRIDGE IOWA CITY, IOWA Hanson Concrete Co. NAME AND ADDRESS OF BIDDER 409 North Avenue B V e S Construction 808 Cramer & Associates, In E. Butler 990 N.E. 44th Ave. Washington, Iowa 52453 Manchester, la. 52057 Des Moines, Iowa 50309 810 SECURITY $10,000.00 Bid Bond $10,000.00 ITEM DESCRIPTION ESTIMATED UNIT QUANTITY PRICE EXTENDED UNIT EXTENDED UNIT EXTENDED UNI PRICE PRICE PRICE PRICE PRICE PRI 13• Sealant 1,391 s.f. $ 1.00 $ 1,391.0 $ 1.50 $ 2,086.50 $ 3.00 $ 4,03:00 14. Intake - RA -3 3 each 1,200.00 3,600.0 1,500.00 .4,500.00 1,350.00 4,050.00 15. Deleted 16. Concrete Drive, Port- land Cement Concrete,. 6" 17 s.y. 24.00 408.0 22.00 .374.00 25.00 425.00 17. Subdrain, 4" Lump Sum Lump Sun 1,500.0 Lump Sum 1,200.00 Lump Sum 300.00 18.., Removal of Pavement. 230 s.y. 4.00 920.0 5.00 1,150.00 10.00 2,300.00 19• Removal of Sidewalk 30 s.y. 4.00 120.0 4.00 120.00 10.00 300.00 20. Removal of Existing Structure Lump Sum Lump Sum 26,000.0 Lump Sum 23,000.00 Lump Sum 15,000.00 '21. Removal of Concrete Drive 17 s.y. 4.00 68.0 5.00 85.00 15.00 255.00 22. Removal of Storm Sewer Lump Sum Lump Sum 1,500.0 Lump Sum 2,000.00 Lump Sum 1,000.00 23• Removal of Intakes 2 each 450.00 900.0 500.00 1,000.00 1,000.00 2,000.00 24. Removal of Telephone Manhole I each 1,750.00 1,750.0 3,000.00 3,000.00 1,000.00 1,000.00 25• Barricades Lump Sum Lump Sum 1,800.0 Lump Sum 2,000.00 Lump Sum 800.00 26. Damp proof Lump Sum Lump Sum 2,750.0 Lump Sum 2,400.00 Lump Sum 1,000.00 SHIVE- HATTERY E1 ASSOCIATES HIGHWAY I 8 INTERSTATE 8 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES TABULATION OF BIDS PAQE 2 OF -3 GOVERNOR STREET BRIDGE IOWA CITY, IOWA - BID DATE: January 22, 1979. HATTERY B ASSOCIATES HIGHWAY I a INTERSTATE 80 P.O. BOX 1050 IOWA CITY, IOWA 52240 r - MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 1401NES Hanson Concrete Co. V E S Construction Cramer E Associates, Ir_. DER 409 North Avenue B 808 E. Butler 990 N.E. 44th Ave. Washington, Iowa 52453 Manchester, la. 52057 Des Moines, Iowa 50309 $10,000.00 Bid Bond $10,000.00 [ESTIMATED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED QUANTITY PRICE PRICE PRICE PRICE PRICE PRICE PRICE PRICE PRICE PRICE -1,391 s.f. $ 1.00 $ 1,391.0 $ 1.50 $ 2.086.50 $ 3.00 5 4,173.00 3 each 1,200.00 3,600.0 1,500.00 .4,500.00 1,350.00 4,050.00 17`s.y. 24.00 408.0 22.00 .374:Do 25.00 425.00 Lump Sum Lump_ Sum 1,500 -OC Lump Sum 1,200.00 Lump Sum 300.00 230_5.y. 4.00 920.0 5.00 1,150.00 10.00 2,300.00 30 S.Y. 4.00 120.0 4.00 120.00 10.00 300.00 Lump Sum Lump Sum 26,000.0 Lump Sum 23,000.00 Lump Sum 15,000.00 17 S.Y. 4.00 68.0 5.00 85.00 15.00 255.00 Lump Sum . Lump Sum 1,500.0 Lump Sum 2,000.00 Lump Sum 1,000.00 2 each 450.00 900.0 500.00 1,000.00 1,000.00 2,000.00 1 each 1,750.00 1,750.0 3,000.00 3,000.00 1,000.00 1,000.00 Lump Sum Lump Sum 1,800.0 Lump Sum 2,000.00 Lump Sum 800.00 Lump Sum Lump Sum 2,750 -OC Lump Sum 2,400.00 Lump Sum 1,000.00 HATTERY B ASSOCIATES HIGHWAY I a INTERSTATE 80 P.O. BOX 1050 IOWA CITY, IOWA 52240 r - MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 1401NES I� TABULATION OF BIDS GOVERNOR STREET BRIDGE IOWA CITY, IOWA NAME AND ADDRESS OF BIDDER Hanson Concrete Co. 409 North Avenue B Washington, Iowa 52353 V L S Construction 808 E. Butler Manchester, Ia. 52057 Cramer s Associates, Ir:. 990 N.E. 44th Ave. Des Moines, Iowa 50309 810 SECURITY $10,000.00 Bid Bond $10,000.00 . ESTIMATED ITEM DESCRIPTION OUANT"ITY UNIT . PRICE EXTENDED PRICE UNIT PRICE EXTENDED PRICE. UNIT PRICE •, EXTENDED PRICE UNI PRIC 27. Bridge Seat Sealer 225 s.f. $ 2.00 $ 450.0 $ 2.00 $ 450.00 $ 2.00 $ 450.00 •28. Sodding 9 Sq. 30.00 270.0 25.00 225.00 18.00 162.00 29• Crown Vetch Seeding 200 s.y. 2.00 400.0 2.00 400.00 4.00 800.00 TOTAL ITEMS t TIIRU 29. $196,170.6 $199,385.50 $210,846.00 -ALTERNATE I, . • .. Signing Lump Sum Lump .,SLim. 5,. 3,5.00.0. Lump •Sum . $.•_,.2,90Q.00 Lump Sum , $ 4,,000. 00 . SHIVE- HATTERY a ASSOCIATES HIGHWAY I a INTERSTATE 80 P. O. BOX 1050 IOWA CI1 i MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES TABULATION OF BIDS GOVERNOR STREET BRIDGE IOWA CITY, IOWA PAGE 3-01F..'.31". BID DATE?. January 22,. 1979 ERY Ea ASSOCIATES HIGHWAY I a INTERSTATE 80 P.O. BOX 1050 IOWA CITY, IOWA 5' MICROFILMED BY JORM MICROLAB CEDAR RAPIDS•DES MOINES Hanson Concrete Co. V E S Construction Cramer E Associates, In:. 409 North Avenue B 808 E. Butler 990 N.E. 44th Ave. Washington, Iowa 52353 Manchester, la. 52057 Des Moines, Iowa 50309 $10,000.00 Bid Bond $10,000.00 ATED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED T.ITY PRICE PRICE PRICE PRICE. PRICE .. PRICE PRICE' 'PRICE PRICE 'PRICE.'" 5 s.f. $. 2.00 $ 450.0 $ 2.00 $ 450.00 $ 2.00 $ 4 50. 00 9 Sq: 30.00 270.0 25.00 225.00 18.00 162.00 0 S.Y. 2.00 400.oc 2.00 400.00 4.00 800.00 $196,170.6 $199,385.50 $210,846.00 Sum . Lump -Sum. $,. 3,500.0. L.ump,Sum . $.,.;.2,900•.00 Lump Sum $. 4,,000. 00 ERY Ea ASSOCIATES HIGHWAY I a INTERSTATE 80 P.O. BOX 1050 IOWA CITY, IOWA 5' MICROFILMED BY JORM MICROLAB CEDAR RAPIDS•DES MOINES RESOLUTION NO. 79-39 RESOLUTION AUTHORIZING APPLICATION FOR SO FAMILY UNITS UNDER THE SECTION 3EXISTING HOUSING PROGRAM AND REQUESTING FUNDS WHEREAS, the Iowa City Housing Commission has undertaken a study to determine the need for housing for low income families and has determined that such a need does exist and has recommended that the City Council make application for funds for such a program, and WHEREAS, the Iowa City Housing Authority has received an invitation from the Department of Housing and Urban Development to submit an application to administer a Section 8 Existing Housing Program, and WHEREAS, Iowa City presently has a contract under the Section 8 Exist- ing Housing Program, Contract No. KC 9033-E, with the Department of Housing and Urban Development, and wishes to expand this program. j NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF IOWA CITY, IOWA. 1. That the Mayor and City Clerk are hereby authorized and directed to make application to the Department of Housing and Urban Develop- ment for a fifty (50) units of low-income family housing under the Section 8 Housing Assistance Payments Plan. 2. That said application shall be a request for funds under the Section 8 Housing Assistance Payments Plan for existing units. 3. That the City Clerk is hereby authorized and directed to certify appropriate copies of this Resolution together with any necessary certifications as may be required by the Department of Housing and Urban Development. IT WAS MOVED BY Perret AND SECONDED BY Neuhauser THAT THE RESOLUTION AS READ BE ADOPTED, AND UPON ROLL CALL, THERE WERE: AYES x x NAYS: ABSENT: PASSED AND APPROVED THIS 30th DAY OP BALMER DE PROSSE NEUHAUSER PERRET ROBERTS URDAHL VEVERA January , 1979. MAYOR ATTEST:�.� 1,�J CITY CLERK RECEIVED d APPTi09ED BY TEE LEGAL DE':ARTMENT 2aS MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 1401NES u]Li A..,. 6/79 /+� U.S. DEPARTMENT r BUSING AND URBAN DEVELOPMENT APPLICATION/PROJECT NUMBER SECTION 8 - 14OUSING ASSISTANCE PAYMENTS PROGRAM (FOR HUD USE ONLY) APPLICATION FOR EXISTING HOUSING ❑O[= ---O❑❑❑ (Submit an original and rix copier of $his application form and attachments/ ❑ED❑ The IOWA CITY HOUSING AUTHORITY hereby requests an Annual Contributions Contract to provide housing '(Offleial Name of Publlc'Ifousing Agency) assistance payments for 50 units of Section 8 Existing Housing. ❑ No prior applications for Section 8 Existing Housing have been submitted. © Prior application(s) approved, dtM�N?6N&X?HE){sY!XE6XX Give ACC Part 1 Number: KC 9033 E and appikationi/project number(s) LAOS-EO22-001, 002, 003, 004, 006 This applIcation is ❑ is not ® for Recently Completed Housing /see 24 CFR, Section 881.120). Number of applications submitted at this time 1 , MAILING ADDRESS OF pHA PHONE NUMBER Iowa City Housing Authority Civic Center - 410 East Ilashington Street 319/354-1800/Ext. 304 Iowa City, Iowa 52240 SIGNATUREA 9 T TL OF, PHA OFFICER AUTHORIZED TO BION THIS APPLICATION DATE 'Z 7 -7 Ito ert A. Vevera, Mayor LEGAL AREA OF OPERATION - (Area where the PHA determines that It is not barred from entering into Contracts, see 20 CFR Section 887.103) City of Iowa City and surrounding areas as may be covered by Cooperative Agreements. Agreements are now in effect, the town of University Heights, Coralville and River- side. A. PRIMARY AREA(S) FROM WHICH FAMILIES TO BE ASSISTED WILL BE DRAWN LOCALITY (Cry, Town, ere.) COUNTY CONGRESSIONAL DIST. UNITS Iowa City and Vicinity Johnson First 384 B. PROPOSED ASSISTED DWELLING UNITS BUILDING TYPES LIKELY NUMBER OF DWELLING UNITS BY BEDROOM COUNT TOTAL TO BE UTILIZED Eidetly, Handicapped or Din. Non -Elderly DWELLING Illelane 1 -BR 2 -BR 1 -BR 2 -BR a -BR a•BR 6.OR 6FBR UNITS Non -elevator existing 10 35 5 50 C. NEED FOR HOUSING ASSISTANCE Demonstrate that the project requested in this application B consistent with the applicable Housing Assistance Plan Including the goals for meeting the housing needs of Lower-income Families or, In the absence of such a Plan, that the proposed project Is responsive to the condition or the housing stock In the community and the housing assistance needs of Lower -Income Families (lacluding the elderly, handicapped and disabled, large Families and those displaced or to be displaced) residing In or expected to reside In the community. Current H.A.P. approved by HUD for the year ending 6-30-79, projected a total of 198 units for families and 57 for large families. To date funds have been allocated for only 73 of these units. HAP being prepared for the period 7-1-79 through 6-30-80 will be revised and the 3 year goal will be approximately 202 units for family and 23 for large families. D. QUALIFICATION AS A PUBLIC HOUSING AGENCY Demonstrate that the applicant qualities as a Public Housing Asency (24 CFR, Section 887.102) and Is legally qualified and amhorlxed to carry out the project applied rot In this application, (Check Appropriate Box Below) SUBMITTED WITH THIS PREVIOUSLY APPLICATION SUBMITTED 1. The relevant enabling legislation © ❑ 2. Any rules and regulations adopted or to be adopted by the agency to govern its operations ❑ 10 3. A supporting opinion from the PUBLIC HOUSING AGENCY COUNSEL ❑ Page 1 or i pogee 2049 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS - DES Id0111ES E. F`NCIAL AND ADMINISTRATE CAPA8IL ' Describe the experience of the PHA IVIn adminbter,. _ nousing or other programs and provide other Infurms.mn which evidence& present or potential management capabDlty for the proposed program. See previous applications submitted. F. HOUSING QUALITY STANDARDS Provide a statement that the Housing Quality Standards to be wed In the operation of the program will be as sal forth In 24 CFR, Section 832.109 or that variations In the Acceptability Criteria are proposed. In the latter cue, each proposed variation Nell be specined and Justified. Dwelling units used in this program will meet the Minimum Housing Code of the City and will be inspected prior to assistance and annually thereafter. Thiswill assure that the Housing Quality Standards set forth in 24 CFR, Section 882.109 are met and maintained. i i G. LEASING SCHEDULE Provide a proposed schedule specifying the number of units to be Ieued by the end of each three-manlh Period 24 CFR, Section 882.20d e ` P ( r ». Number each quarter 15 20 15 0 Cumulative 15 35 50 SO H. ATTACHMENTS The folioxing additional Items may be submitted either with the application or after application approval, but no later than with the PHA executed ACC. items ly;, and 3 below must be submitted together. '—' SUBMITTED WITH TO BE 1- Equal opportunity housing plan Farm HUD -914 124 CFR, THIS APPLICATION SUBMITTED i Section 882104(b)(1)) and certifications, Form HUD -916, 2. Estimates of required annual contributions, Forms HUD -52671, iHUD-52672 and HUD -52673 (Section 882104(6)(2)/. 3. An administrative plan (882.204(bl(3/). 4. Proposed schedule of allowances for utilities and other services With 3 justification of the amounts proposed (Section 882.204(b/(4)J. ❑ HUD FIELD OFFICE RECOMMENDATIONS RECOMMENDATION OF APPROPRIATE REVIEWING OFFICE SIGNATURE AN I, a: i 1 I I HV D•67313 Rev. 3/73 ' vemnmaweeerrma.. MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES I401tiES El Page 2 of 2 paget ■ Council Member Roberts introduced the following Resolution and moved its adoption. Council Member deProsse seconded the motion to adopt. The roll was called and the vote was, AYES: Perret, Roberts, Vevera, Balmer, deProsse, Erdahl, Neuhauser NAYS: Whereupon, the Mayor declared the following Resolution duly adopted: RESOLUTION N0. 79-40 PRELIMINARY RESOLUTION FOR THE CONSTRUCTION OF STREET IMPROVEMENTS IN THE CITY OF IOWA CITY, IOWA WHEREAS, this Council, after a study of the requirements, is of the opinion that it is necessary and desirable that paving, be constructed within Iowa City, Iowa, as hereinafter described; and WHEREAS, it is proposed that said improvements be constructed under the authority granted by Division IV of Chapter 384 of the City Code of Iowa: NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: Subdivision A. That Iowa City, Iowa, construct paving, as hereinafter described. Subdivision B. The beginning and terminal points of said improvements shall be as follows: (Iowa City - 1979 Street Improvements -- Tanglewood Street - Ventura Avenue) TA14GLEWOOD STREET - From 259.16 feet south of Ventura Avenue to 180 feet north of Ventura Avenue. Paving to be seven (7) inch thick concrete, twenty-five (25) feet wide with integral curb. -3- AHLERS. COONEY. DORWEILER. HAYN IEh SMITH. LAWYERS. DEB MOINES. IOWA MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES VENTURA AVENUE - From Tanglewood Street west to Dubuque Street. Paving to be seven (7) inch thick concrete, twenty-five (25) feet wide with integral curb. Subdivision C. That Eugene A. Dietz, P.E. (City Engineer), of Iowa City, Iowa, having been employed as engineer to prepare plats, schedules, estimates, plans and specifications and otherwise to act in said capacity with respect to said project is hereby ordered to prepare and file with the Clerk preliminary plans and specifications and esti- mates of the total cost of the work and the plat and schedule of special assessments against benefited properties. Subdivision D. That this Council hereby determines that all property within the area hereinafter described will be specially benefited by said improvements, to -wit: (Iowa City - 1979 Street Improvements -- Tanglewood Street - Ventura Avenue) All property included within the areas described so as to include one-half of the privately owned property between each such street improved and the next street, whether such privately owned property abuts upon the improved street or not. In no case shall property situated more than 300 feet from the improved street be assessed. Subdivision E. The said improvement shall be designated as the 1979 Street Improvements (Tanglewood Street - Ventura Avenue), and such name shall be a sufficient designation to refer to said improvement in all subsequent proceedings. PASSED AND APPROVED, this 30th day of January , 1979. XY '* Mayor ATTEST: /r Cl6rk D -4- AHLERS, COONEY. DORWEILEA. HAYNIEb SMITH. LAWYERS, DEB MOINES, IOWA MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 140INES I Council Member deProsse following Resolution and moved its adoptiontroCouncilhMember induced Roberts seconded the motion to ado t was called and the vote was, P . The roll AYES: Roberts Vevera Balmer, deProsse Erdahl _Neuhauser Perret NAYS: Whereupon, the Mayor declared the following Resolution duly adopted: RESOLUTION N0, 79-41 RESOLUTION FIXING VALUES LOTS WHEREAS, this Council after full investigation, has arrived at a determination of the value of each lot located within the 1979 Street Improvements (Tanglewood Street - Ventura Avenue), said valuation being set forth in a prelimi- nary schedule entitled "Schedule of Assessments for Paving - 1979", under the column therein headed "property Value": NOW, THEREFOREBE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: at aid dule Of be and hthe ssame siseadopted aslthe�vahereinabove of referred to, with the proposed public improvements completed, within the boundaries of said improvements and the Clerk is hereby directed to forthwith deliver the same to Eugene h Dietz, said the Engineer, for said project, said Engineer to insert said values in the schedule of assessments which he is to prepare and file with this Council. PASSED AND APPROVED, this 30th 1979. day of January �ffCg / ATTEST: Mayor C1erkL d-�.- I C3.� AHLERS. COONEY. DORWEILER. HAYNIE& SMITH. LAWYERS. DES MOINES, IOWA MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES 2/0 Council Member Roberts following Resolution deProsse and moved its adoption. Council Member and the motion to adopt. The roll was called and the vote was, AYES: Vevera, Balmer, deProsse, Erdahl, Neuhauser, Perret, Roberts NAYS: Whereupon, the Mayor declared the following Resolution duly adopted: RESOLUTION NO. 79_4_ RESOLUTION ADOPTING PRELIMINARY PLAT AND SCHEDULE, ESTIMATE OF COST AND PROPOSED PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF THE 1979 STREET IMPROVEMENTS (TANGLEWOOD STREET - VENTURA AVENUE) WHEREAS, this Council has caused to be prepared prelimi- th pla nary specificationse for theiconstruction �ofotheh1979eter iStreetns Improvements (Tanglewood Street - Ventura Avenue), and this Council has fixed the valuations of the property proposed to be assessed as shown therein; and WHEREAS, said plat and schedule, estimate of cost and plans and specifications appear to be proper for the purpose intended: NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: That said plat and schedule, estimate of cost and plans and specifications be and the same are hereby adopted as the proposed plat, schedule, estimate of cost and plans and spe- cifications for said improvements and are hereby ordered placed on file with the Clerk for public inspection. BE IT FURTHER RESOLVED, that the boundaries of the District for the making of said improvements, as shown in the Engineer's plat, be and the same are hereby fixed as the boundaries for said 1979 Street Improvements (Tanglewood Street - Ventura Avenue). AHLERS, COONEY, DORWEILER, HAYNIE&SMITH. LAWYERS, DEB MOINES, IOWA MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES zit MICROFILMED BY . If JORM MICROLAB CEDAR RAPIDS•DES I40INES t.'.r MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES HOIIIES 1 SCHEDULE OF ESTIMATED ASSESSMENTS { r ♦ ' TANGLEWOOD S'T'REET - VENTURA AVENUE + t ; 1979 STREET IMPROVEMENTS f Ct e { IOWA CITY, IOWA I f f I - 1 I iJ� 411. by i t irl4 r fl .. .el':� . .. ./.. rl e.L'ir v. a. • .1 q.) \ �(� �.i �• t 1 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES HOIIIES SCHEDULE OF ESTIMATED ASSESSMENTS TANGLEWOOD S'T'REET - VENTURA AVENUE + t ; 1979 STREET IMPROVEMENTS f Ct e { IOWA CITY, IOWA I iJ� 411. by i t irl4 r fl MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES HOIIIES t + GI f Ct e { MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES HOIIIES 7 iJ� 411. by i t irl4 r fl .. .el':� . .. ./.. rl e.L'ir v. a. • .1 q.) \ �(� �.i �• MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES HOIIIES I N D E X I sumARY OF ENGINEER'S REPORT II SCHEDULE OF ASSESSDIENTS Tanglewood Street $ Ventura Avenue / MICROFILMED BY JORM MICROLAB CEDAR RAPIDS•DES MOVIES PAGE IA -2A 1-4 D m II December 29, 1978 i The Honorable Mayor and City Council Iowa City, Iowa 52240 Dear Councilpersons: We are submitting herewith estimated costs, assessment schedules and assessment plats for street paving improvements on the streets in Iowa City shown below. The plats show the names of the owners, the size of the lots and parcels of land and the estimated amount to be assessed to each. Following are the estimated costs of proposed improvements for the subject streets: TANGLEWOOD STREET - From 259.16 feet south of Ventura Avenue to 180 feet north of Ventura Avenue. Paving to be seven (7) inch thick concrete, twenty-five (25) feet wide with integral curb. VENIRUA AVENUE - From Tanglewood Street west to Dubuque Street. Paving to be seven (7) inch thick concrete, twenty- five (25) feet wide with integral curb. TO BE ASSESSED 2815.0 sq. yds. 7" P.C.C. Pavement @ $ 265.0 sq. yds. 6" P.C.C. Driveway Pavement @ 479.0 sq. ft. 4" P.C.C. Sidewalk @ 395.0 sq. ft. Removal of Sidewalk @ 7.6 sq. yds. Removal of Pavement @ 2129.5 cu. yds. Excavation @ 543.0 lin. ft. Sewer, 2000D Storm, 12" Dia. @ 120.0 lin. ft. Sewer, 3000D Storm, 24" Dia. @ 3.0 each Intake, RA -3 @ 2.0 each Intake, RA -5 @ 2.0 each Intake, RA -8 @ 1.0 each Ahnhole @ 30.0 tons Revetment, Class D Rip Rap @ 180.0 lin. ft. Sewer, Clay Sanitary Services - E. S. 4" Dia. @ 22.0 tons Surfacing, Class A Crushed Stone, Driveway @ 1.5 acres Seeding @ 0.8 acres Mulching @ % of schedule Clearing $ Grubbing Engineer's Estimate $70.50 @ 330.0 lin. ft. Fence, Remove & Reconstruct Existing @ 1.0 each TYPE III Barricade @ 1.0 lump sum Removal of Junk & Shed from Right of Way @ 1.0 lump sum Cost of Permanent Storm Sewer Easement @ + Contingencies - Deficiencies Total to be Assessed TO BE PAID BY CITY Engineering, Advertising F, Printing Default Fund Deficiencies Total to be Paid by City MILMUh RMED BY JORM MICROLAB CEDAR RAPIDS -DES MOVIES 13.50 $ 16.00 2.50 0.30 4.00 3.00 16.00 45.00 1000.00 1200.00 1200.00 1200.00 20.00 8.00 9.00 800.00 500.00 800% 1.50 200.00 200.00 1000.00 38,002.50 4,240.00 1,197.50 118.50 30.40 6,388.50 8,688.00 5,400.00 3,000.00 2,400.00 2,400.00 1,200.00 600.00 1,440.00 198.00 1,200.00 400.00 564.00 495.00 200.00 200.00 1,000.00 7 ,3 2.4 7,936.24 2,503.59 $84,795.05 $ 8,729.86 8,729.86 2,503.59 $19,963.31 1A ESTIA1ATED COST OF PROJECT TO BE ASSESSED 2815.0 sq. yds. 7" P.C.C. Pavement @ $ 265.0 sq. yds. 6" P.C.C. Driveway Pavement @ 479.0 sq. ft. 4" P.C.C. Sidewalk @ 395.0 sq. ft. Removal of Sidewalk @ 7.6 sq. yds. Removal of Pavement @ 2129.5 cu. yds. Excavation @ 543.0 lin. ft. Sewer, 2000D Storm, 12" Dia. @ 120.0 lin. ft. Sewer, 3000D Storm, 24" Dia. @ 3.0 each Intake, RA -3 @ 2.0 each Intake, RA -5 @ 2.0 each Intake, RA -8 @ 1.0 each Manhole @ 30.0 tons . Revetment, Class D Rip Rap @ 180.0 lin. ft. Sewer, Clay Sanitary Services E.S. 4" Dia. @ 22.0 _ tons Surfacing, Class A Crushed Stone, Driveway @ 1.5 acres Seeding @ 0.8 acres Malching @ % of Schedule Clearing F, Grubbing Engineer's Estimate $70.50 @ 330.0 lin. ft. Fence, Remove $ Reconstruct Existing @ 1.0 each TYPE III Barricade @ 1.0 lump sum Removal.of Junk and Shed from Right of Way @ 1.0 lump sum Cost of Permanent Storm Sewer Easement @ FAD/FF/jp 13.50 16.00 2.50 0.30 4.00 3.00 16.00 45.00 1000.00 1200.00 1200.00 1200.00 20.00 9.00 = 800.00 = 500.00 = 800% _ 1.50 = 200.00 = 200.00 = 1000.00 = + Contingencies Deficiencies Total to be Assessed TO BE PAID BY CITY Engineering, Advertising £, Printing Default Fund Deficiencies Total to be Paid by City Resyg,ctfully submitted, Eugene A. Dietz, P.E. City Engineer MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 140INES $38,002.50 4,240.00 1,197.50 118.50 30.40 6,388.50 8,688.00 5,400.00 3,000.00 2,400.00 2,400.00 1,200.00 600.00 1,440.00 198.00 1,200.00 400.00 495.00 200.00 P_ l f 1,000.00 7 ,3 7,936.24 $84,795.05 $ 8,729.86 8,729.86 2,503.59 $19,963.31 2A 4 i Ventura Avenue from Dubuque Street to Tanglewood Street from 147 Feet North NAhfE -i- SCHEDULE OF ASSESSMENTS FOR PAVING - 1979 ewood Street ntura Avenue to 234 Fear c..,.+u DESCRIPTION 1. Aage P, Evelyn Jensen Lot 2, Yocum Subdivision of part of the north half Of the NE and NW quarters of the NW', in Sec. 3-79-611 of the 5th P.M. 2. William F. $ Mary Grell 3. James C. 0 Jacqueline McCoy James C. 4 Jacqueline McCoy $46,780.00 Lot 3, Yocum Subdivision of part of the north half of the NE and NWII of the NW'a in Sec. 3-79-611 of the 5th P.M., exce$t beginning at the SE corner of said Lot 3; thence S77 5410011W, 25.47 feet which is along the northerly right-of-way of the existing street; thence N21025143"W, 47.39 feet to the easterly line of said Lot 3; thence S470201E 57.33 feet to the point of beginning. 83,580,00 Beginning at the SE corner of Lot 3, of Yocum's Subdivision of part of the north half of the NE and N11 fractional quarters of NW Quarter Section 3, Town- ship 79 North, Range 6 West of the 5th P.N. of Johnson County, Iowa, thence S7705410011W, 25.47 feet which is along the northerly right-of-way of the existing street; thence N21025'4311W, 47.39 feet to the easterly line of said Lot 3; thence S470201E 57.33 feet to the point of beginning. 1,860.00 Lot 4 in Yocum Subdivision of part of the north half of the NE and NW fractional quarters of N11 quarter Section 3, Township 79 North, Range 6 West of the 5th P.M.; excepting therefrom the following described property, to -wit: Beginning at the SE corner of said Lot 4 of Yocum's Subdivision; thence S770541001,11, 80.00 feet along the northerly right-of-way of the existing street; thence N2102514311W, 104.81 feet; thence N1602014511E, 128.87 feet to the NE corner of said Lot 4; thence S2102514311E 219.64 feet to the point of beginning. •33,460.00 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES $ 9,049.) 9,049.1 361.91 3,499.191 -1 - MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES DEFICIENCIES I SCHEDULE OF ASSESSMENTS FOR PAVING - 1979 uque Street to Tanglewood Street 147 Feet North of Ventura Avenue to 234 Feet South of Ventura Avenue DESCRIPTION PROPERTY ESTIMATED VALUE ASSESSMENT n Lot 2, Yocum Subdivision of part of the north half of the NE and NIV quarters of the NI14 in Sec. 3-79-611 of the 5th P.M. $46,780.00. $ 9,049.62 rell Lot 3, Yocum Subdivision of part of the north half of the NE and NIV4 of the Nh% in Sec. 3-79-61V of the 5th P.M., excegt beginning at the SE corner of said Lot 3; thence S77 54'00"IV, 25.47 feet which is along the northerly right-of-way of the existing street; thence N2102514311W, 47.39 feet to the easterly line of said Lot 3; thence S470201E 57.33 feet to the point of beginning. 83,580.00 9,049,62 ne McCoy Beginning at the SE corner of Lot 3, of Yocum's Subdivision of part of the north half of the NE and NW fractional quarters of NW Quarter Section 3, Town- ship 79 North, Range 6 West of the 5th P.M. of Johnson County, Iowa, thence 577054'00"11, 25.47 feet which is along the northerly right-of-way of the existing street; thence N2102S14311IV, 47.39 feet to the easterly line of said Lot 3; thence S470201E 57.33 feet to the point of beginning. 1,860.00 361.98 e McCoy. ., Lot 4 in Yocum Subdivision of part of the north half `of the NE and NW fractional quarters of NW quarter Section 3, Township 79 North, Range 6 West of the 5th P.M.; excepting therefrom the following described property, to -wit: Beginning at the SE corner of said Lot 4 of Yocum's Subdivision; thence S770541001,I1, 80.00 feet along the northerly right-of-way of the. existing street; thence N21025143"IV, 104.81 feet; thence N16020'45"E, 128.87 feet . to the NE corner of said Lot 4; thenca S21025'43"E 219.64 feet to the point of beginning. 33,460.00 3,499,19 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES DEFICIENCIES I !V4e NMIE DESCRIPTION PROPERTY ESTIMATED VALUE ASSESSMENT AS S. Lord -of Jesus,, ©hist Church Beginning at the SE corner of Lot 4 of Yocum's Trustees - Charles G. Subdivision of part of the north half of the NE Ludvicek $ Jacob Blumer and NIV fractional Quarters of NW Quarter Section 3, Township 79 North, Range 6 {Vest of Johnson County, Iowa; thence 577054100"W, 80.00 feet along the northerly right-of-way of the existing street; thence N21025'43"IV, 104.81 feet; thence N1602014511E, 128.87 feet to the NE corner of said Lot 4; thence 521025' 43"E,.219.64 feet to the point of beginning. $25,000.00 $ 4,524.81 6. Jacob E Muriel Blumer Lot 5, Yocum Subdivision of part of the north half cant. to Daniel N. Berg of the NE and NIV; of the NIV'I in Sec. 3-79-6W of the Sth P.M. 34,740.00 6,093.41 7. Daniel N. Berg The S'S of Lot 6, Yocum Subdivision of part of the NII.of the NE and NIV4 of the NIV4 in Sec. 3-79-6W of the 5th P.M. 27,470.00 6,033.08 8. Daniel N. Berg The S44' of the N' of Lot 6, Yocum Subdivision of part of the A—.of the NE and NW14 of the NIV4 in Sec. 3-79-6W of the Sth P.M. 17,710.00 2,654.55 9. First National Bank,* That part of Lot 7, Yocum Subdivision of part of Trustee cont. to the N� of the NE and N104 of the NWIa in Sec. 3-79-6W Damian R. Pieper in the Sth P.M. described aspfollows: Beginning at the NE corner of Lot 7, said subdivision, thence 5130561E 123.69 feet; thence N890561IV 79.9 feet; thence N170S81W 42.43 feet; thence N2405711V 19.16 feet; thence N1201511V 63.69 feet; thence 5890561E 84.89 feet to beginning. 25,280.00 5,128,12 10. Damian R. Pieper Lot 7, Yocum Subdivision of part of the N' of the NE and Nilh of the N1Vh in Sec. 3-79-61V in the Sth P.M. except that part described as follows: Beginning at the NE corner of Lot 7, said subdivision, thence 5130561E 123.69 feet; thence N89056111 79,9 feet; thence N170581W 42,43 feet; thence N240571W 19.16 feet; thence N120151W 63.69 feet; thence 5890 561E 84.89 feet to beginning, 38,510.00 7,782.67 1 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 1101NE5 -2- -- PROPERTY t511NAIru rljlAi DEFICIENCIES DESCRIPTION VALUE ASSESSMENT ASSESSRENT t Church Beginning at the SE corner of Lot 4 of Yocum's G. Subdivision of part of the north half of the NE umer and NW fractional Quarters of NW Quarter Section 3, Township 79 North, Range 6 West of Johnson County, Iowa; thence 577054100"IV, 80.00 feet along the northerly right-of-way of the existing street; thence N2102514311W, 104.81 feet; thence N16020'45"E, 128.87 feet to the NE corner of said Lot 4; thence 521025' 43"E,.219.64 feet to the point of beginning. $25,000.00 er Lot 5, Yocum Subdivision of part of the north half Berg of the NE and NIVa of the NW; in Sec. 3-79-61V of the 5th P.M. The S15 of Lot 6, Yocum Subdivision of part of the N15of the NE and NIVa of the N114in Sec. 3-79-6W of the 5th P.M. 11> The S441 of the N'S of Lot 6, Yocum Subdivision of part of the N151of the NE and NA of the N1116 in Sec. 3-79-6W of the 5th P.M. �nk, That part of Lot 7, Yocum Subdivision of part of the N1 of the NE and NIV1i of the NIV'4 in Sec. 3-79-6W in the 5th P.M. described aspfollows: Beginning at the NE corner of Loi 7, said subdivision, thence 0 0 61W 79 9 feet 34,740.00 27,470.00 17,710.00 S13 561E 123.69 feet; thence Nov 5 , thence N170581W 42.43 feet; thence N240571W 19.16 feet; thence N120151W 63.69 feet; thence S890561E 84.89 feet to beginning.. 25,280.00 Lot 7, Yocum Subdivision of part of the N• of the NE and NA of the N104 in Sec. 3-79-611 in the 5th P.M. except that part described as follows: Beginning at the NE corner of Lot 7, said subdivision, thence S13o561E 123.69 feet; thence N89056111 79.9 feet; thence N17o581W 42.43 feet; thence N240571W 19.16 feet; thence N120151W 63.69 feet; thence S890 561E 84.89 feet to beginning. 38,510.00 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES $ 4,524.81 6,093.41 6,033.08 2,654.55 5,128.12 7,782.67 -3- FHUFLKIY ESTINWFED F1 WIE DESCRIPTION VALUE ASSESSMENT ASSESS' 11. William B. Casey 12. Quentin H. Pitzen 13. Neil Schuster - Trustee for Lillian Aukee Keeley �4. Neil Schuster - Trustee for Lillian Aukee Keeley Lot 8, Yocum Subdivision of part of the NZ of the NE and MV; of the MV; in Sec. 3-79-61V of the 5th P.M. $34,910.00 $ 6,636.38 Lot 9, Yocum Subdivision of part of the N; of the NE and MV; of the MV; in Sec. 3-79-611 of the 5th P.M. except the following: Commencing at the MV corner of said Lot 9, thence S130561E 34.27 feet; thence N89001'E to a point on the easterly line of Lot 9; thence NIG 27'W24.93 feet to the NE corner of Lot 9; thence westerly along the northerly line of Lot 9 to the point of beginning. 28,930.00 7,058.70 That part of Lot 9, Yocum Subdivision of part of the N3i of the NE and MV; of the NW; of Sec. 3-79-6W of the 5th P.M. described as following: Commencing at the MV corner of said Lot 9, thence S13°561E 34.27 feet; thence N89'011E to a point on the easterly line of Lot 9; thence M0271W 24.93 feet to the NE corner of Lot 9; thence westerly along the northerly line of Lot 9 to the point of beginning. 4,870.00 1,217.50 Lot 10, Yocum Subdivision of part of the M; of the NE and MV quarters of the NW4 of Sec. 3-79-6W of the 5th P.M. except beginning at the Northwest corner of Lot 10 of said Yocum Subdivision; thence S89056100"E 202.52 feet to the Northeast corner of said Lot 10; thence S1027100111 126.90 feet; thence S4001910011W 39.50 feet; thence N8905610011W 32.00 feet to the West line of said Lot 10; thence N1305610011W 80.00 feet to the point of beginning. Said tract containing 0.254 acres. 7,800.00 1,950.00 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 140INES 0 -3 - VALUE ASSESS�IEW Lot 8, Yocum Subdivision of part of the N; of the NE and Mq4 of the MN in Sec. 3-79-6W of the 5th P.M. $34,910.00 $ 6,636.38 Lot 9, Yocum Subdivision of part of the N2 of the NE and MV4 of the MV. in Sec. 3-79-61V of the 5th P.M. except the following: Commencing at the MV corner of said Lot 9, thence S130561E 34.27 feet; thence N89*01'E to a point on the easterly line of Lot 9; thence N10271W24.93 feet to the NE corner of Lot 9; thence westerly along the northerly line of Lot 9 to the point of beginning. 28,930.00 7,058.70 ustee That part of Lot 9, Yocum Subdivision of part of Keeley " the A of the NE and MV4 of the MV4 of Sec. 3-79-61V of the 5th P.M. described as following: Commencing at the MV corner of said Lot 9, thence S13°561E 34.27 feet; thence N890011E to a point on the easterly line of Lot 9; thence N1°2711V 24.93 feet to the NE corner of Lot 9; thence westerly along the northerly line of Lot 9 to the point of beginning. 4,870.00 1,217.50 rustee; Keeley Lot 10, Yocum Subdivision of part of the NM; of the NE and MV quarters of the MA4 of Sec. 3-79-61V of the Sth P.M. except beginning at the Northwest corner of Lot 10 of said Yocum Subdivision; thence S8905610011E 202.52 feet to the Northeast corner of said Lot 10; thence S1°2710019A 126.90 feet; thence S40019100"1V 39.50 feet; thence N89°56100"IV 32.00 feet to the West line of said Lot 10; thence N13056100111V 80.00 feet to the point of beginning. Said tract containing 0.254 acres. 7,800.00 1,950.00 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 140INES $ 652.75 1,850.84 w -4- PROPERTYESTIbE4TED FINAL NAIL DESCRIPTION VALUE ASSESSMENE' ASSESSMENT 15. John R. Shepherd and A part of Lot 10 of Yocum Subdivision in the North Harry G. Bolton, Jr. half of the Northeast and Northwest fractional quarters of the Northwest quarter of Sec. 3, Township 79 North, Range 6 {Vest of the 5th P.M. , described as follows: Beginning at the Northwest corner of Lot 10 of said Yocum Subidivision; thence S8905610011E 202.52 feet to the Northeast corner of said Lot 10; thence S1°27100"E 47.50 feet on the East line of said Lot 10; thence N89°56'00'9V 126.90 feet; thence S40°19'00"IV 39.50 feet; thence Lot 10; thence N13°5610011IV 80.00 feet to the point of beginning. Said tract containing 0.254 acres. $31,250.00 $ 3,619.85 16. Damian R. Pieper 17. William F. McIntee F, Sons, Inc. Lot 11, Yocum Subdivision of part of the W. of the NE and MVa of the Nh; of Sec. 3-79-6W of the 5th P.M. The south 55 feet of Lot 12, Yocum Subdivision of part of the N; of the NE and MV; of the MVS of Sec. 3-79-6W of the 5th P.M. MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES 29,690.00 6,817.38 22,760.00 3,318.19 I �d and Jr. -4- DESCRIPTION A part of Lot 10 of Yocum Subdivision in the North half of the Northeast and Northwest fractional quarters of the Northwest quarter of Sec. 3, Township 79 North, Range 6 West of the 5th P.M., described as follows: Beginning at the Northwest corner of Lot 10 of said Yocum Subidivision; thence S8905610011E 202.52 feet to the Northeast corner of said Lot 10; thence S1°27100"E 47.50 feet on the East line of said Lot 10; thence N89°56'00'99 126.90 feet; thence S40°19'00'99 39.50 feet; thence Lot 10; thence N13°56'00'9 point of beginning. Said 0.254 acres. Lot 11, Yocum Subdivision of the NE and W. ofthe I of the 5th P.M. The south 55 feet of Lot of part of the PI of the of Sec. 3-79-6W of the 5tl ASSESSMENT MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 1401RES IOF IOWA CITY, IOWq iFOCPARTENT OFPUOLIC WORKSNGINEERING DIVISION / I / lr,, ASSESSMENT PLAT ' TANGLEN/000 VENTURA PAV/NG 4 Jacob (Muriel Donie/ N Berg, •" B/mer Cont t° I ASSESSMENT PRO✓ECT '' " OOn'°l'" Berg 62E54. 55 ESi/MAT DE ASSESS/fENTS SCALE V ( J°^"C1n� L °ret OcP�cs Cs iJcsut � DRAWN BY,M✓C /0-5 PPRDVED oy hlr Mc Church 8609$4/DATE; B ,' e Wb";C B349919 k,JO Blumer J r"tcer 5j4. 81 1 �s.., j4 , 86033.08Wm 'rT l Aweo y z •� ` N sa' roe, / 89049.62 8361.981 ,. i I' s•Dam,on R Pie er Notiono/ °nN, Trustee �" 87782,67 Cont eo �1 • 2 oameon R w WI Ao9e (Evc/yn Jensen Pieper ,` 85/28. A? 89049.62 '�% •.' r. Wilhom B Casey ,� _ / • i 8663638 , 0 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 1401RES A CITY, IOWA PUBLIC WORKS a "" G DIVISION / PLAT Jacob (Muriel Daniel N Berg; TURA PAV/NG /, Blumer conti^' Yc 1 PROJECT le °on/a",, 9 626s�i,�s ESSM,rN7S s J.C`9ucllnc ( Lusdl:(ist t___z 'NN BY: M✓C Ih c `°y �h�rch LN g 60934/ ? --- ROVED — DOVED. BY: e 5349919 ;6 Luo., slu/ner 5 ,Ta c u,tees IITr 454.81 1 �I i 8603308 i Ye.YI J Wm, f. (Mary Gre1/ a sl 89049.62 8361.981 — os' ��v�-�"� Oam.on R Pieper 11 /Jt Nato -I.1 ank, Trustee +•^ 3 Cont >o 87782.67 7 \, Dom+on R. Aoye ( Eve/n Jensen / 1� P,eper L 65/2B.i2 B9049-62 y +°o William a Casey / ,} 5663638 ^ MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MOINES Wm F Me/"tee (Sone, /ne. 633/8 /9 12 1 i Dom. an R Piep<r 668/736 i John R Shepherd and Harry 6 Bo/ton ✓� S 3619.85 1 Nu/ :rhea i°q iru+/ir/ /ar Li/ifon S 1950.06 i $ 1217.50 -------------------- Oucn tin H Pitzen I 1 ' .S 7058.70; Council Member -Ba I mer introduced the following Resolution entitled "RESOLUTION OF NECESSITY" and moved that it be proposed. Council Member Roberts seconded the motion. The matter was discussed and the roll being called, the vote was, AYES: Balmer, deProsse, Erdahl, Neuhauser, Perret, Roberts, Vevera NAYS: None Whereupon, the Mayor declared the motion adopted and the resolution to have been introduced and proposed as follows: RESOLUTION SOLTIONN0. 79-43 RESOLUTIOtd OF NECESSM WHEREAS, preliminary plans and specifications and plat and schedule and estimate of cost are now on file in the office of the Clerk showing the boundaries of the district, containing the properties and lots to be assessed, locations of the improvements, each lot proposed to be assessed, together with a valuation of each lot as fixed by the Council, an estimate of the cost of the entire proposed improvements, stating the cost of each type of construction and kind of materials to be used, and an estimate of the amount proposed to be assessed against each lot, for the construction of the 1979 Street Improvements (Tanglewood Street - Ventura Avenue), as hereinafter described, in Iowa City, Iowa: NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: That it is deemed desirable, advisable and necessary to construct the 1979 Street Improvements (Tanglewood Street - Ventura Avenue), in Iowa City, Iowa, Said district containing the properties to be assessed is set out and described in the following "Notice to Property Owners", set out in this Resolution of Necessity. Said improvements within said District are located and described in the following "Notice to Property Owners", set out in this Resolution of Necessity. :ems AHLERS. COONEY. DORWEILER. HAYNIE h SMITH. LAWYERS, DEB MOINES, IOWA MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 110111ES z1z The method of construction shall be by contract. Costs of said improvements will be assessed to the pro- perties within the boundaries of the district. No property shall be assessed more than it is benefited by the improve- ments nor more than 258 of its value on the date of its assessment. Said assessment may include a ten percent j Default and Deficiency Fund, as authorized by Section 384.44, City Code of Iowa. A plat and schedule and estimate of costs are now on file in the office of the Clerk as required by law. Any difference between the amount which is derived from cash payments made by property owners during the thirty day collection period and the sale of Street Improvement Bonds issued against assessments on benefited properties and the total cost of the improvements, shall be paid for from the proceeds derived from the issuance and sale of bonds as authorized by Section 384.25, City Code of Iowa, and/or from such other funds of said Municipality as may be legally used for such purpose. BE IT FURTHER RESOLVED, that this Council meet at 7:30 o'clock P. M., on the 6th day of March 1979, in the Council Chambers in the Civic Center, for thel purpose of hearing property owners subject to assessment and interested parties for or against the improvement, its cost, the assessment, or the boundaries of the district. Unless a property owner files objections with the Clerk at the time of the hearing on this resolution of necessity, he shall be deemed to have waived all objections pertaining to the regu- larity of the proceedings and the legality of using special assessment procedure. BE IT FURTHER RESOLVED, that the Clerk is hereby instructed to cause notice to be published and mailed as required by law of the pendency of this resolution and of the time and place of hearing objections thereto, and to the said preliminary plans and specifications, estimate of costs and to the making of said improvements; said Notice to be in substantially the following form: AHLERS. COONEY. DORWEILER. HAYN IE N SMITH. LAWYERS. DES MOINES. IOWA MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 1401NES (Two publications required) NOTICE TO PROPERTY OWNERS Notice is hereby given that there is now on file for public inspection in the office of the Clerk of the City of Iowa City, Iowa, a proposed Resolution of Necessity, an esti- mate of costs and plat and schedule showing the amounts pro- posed to be assessed against each lot and the valuation thereof within the district as approved by the Council of Iowa City, Iowa, for a street improvement, designated as the 1979 Street Improvements (Tanglewood Street - Ventura Avenue), of the types and in the location as follows: I (Iowa City - 1979 Street Improvements -- Tanglewood Street - Ventura Avenue) TANGLEWOOD STREET - From 259.16 feet south of Ventura Avenue to 180 feet north of Ventura 1 Avenue. Paving to be seven (7) inch thick concrete, twenty-five (25) feet wide with integral curb. VENTURA AVENUE - From Tanglewood Street west to Dubuque Street. Paving to be seven (7) inch thick concrete, twenty-five (25) feet I wide with integral curb. That the proposed district to be benefited and subject to assessment for the cost of such improvements is described as follows: (Iowa City - 1979 Street Improvements -- Tanglewood Street - Ventura Avenue) i All property included within the areas described so as to include one-half of the privately owned property between each such street improved and the next street, whether such privately owned property abuts upon the improved street or not. In no case shall property situated more than 300 feet from the improved street be assessed. The Council will meet at 7:30 o'clock P•M., on the 6th day of March , 1979, at the Council Chambers in the Civic Center, Iowa City, Iowa, at which time the owners of property subject to assessment for the proposed improve- -10- AHLERS, COONEY. DORWEILER. HAYNIE & SMITH. LAWYERS, DE6 MOINES. IOWA MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES 1401NES ments, or any other person having an interest in the matter may appear and be heard for or against the making of the improvement, the boundaries of the district, the cost, the assessment against any lot, tract or parcel of land, or the final adoption of a Resolution of Necessity. A property owner will be deemed to have waived all objections unless at the time of Nearing he has filed objections with the Clerk. This Notice is given by authority of the Council of the City of Iowa City, Iowa. Clerk of Iowa City, Iowa (END OF NOTICE) _11- A HLERS. 11-AHLERS. COONEY. DORWEILER, HAYNIEASMITH, LAWYERS, DES MOINES, IOWA MICROFILMED BY JORM MICROLAB CEDAR RAPIDS -DES MDINES APPROVED AND PROPOSED at the meeting held on the 30th day of January , 1979. Mayor ATTEST• I Clerk I' -12- AHLEl16• GOONEY. DOHWEILEp, MAYNIES SMITH. LAWYERS. DES MOINES. IOWA I 1 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS•DES IdOIIIES i i j 1 i I I' -12- AHLEl16• GOONEY. DOHWEILEp, MAYNIES SMITH. LAWYERS. DES MOINES. IOWA I 1 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS•DES IdOIIIES