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HomeMy WebLinkAboutPARKWOOD EAST - Filed GC-GENERAL CORRESPONDENCE - 2004-08-25iacitu4 .lam�ES III.-..,EV{FaI'?t and i:►55oa;3aic3, In,— Consulting Engineers and Surveyors March 6, 1979 Mr. Tom Stafford Everitt Enterprises, Inc. P.O. Box 2125 Fort Collins, CO 80522 Dear Tom: Here is the legal description of the dentention pond tract east of Parkwood Fast Subdivision situate in the Southeast 1/4 of Section 19, Township 7 North, Range 68 West of the Sixth P.M., Larimer County, Colorado: A tract of land situate in the Southeast 1/4 of Section 19, Township 7 North, Range 68 West of the Sixth P.M., City of Fort Collins, County of Larimer, State of Colorado, which _onsidering the South line of the said Southeast 1/4 as bearing N 89° 30' E and with all bearings contained herein relative thereto is contained within the boundary lines which begin at a point on the South line of the said Southeast 1/4 which bears N 89° 30' E 837.00 feet from the South 1/4 corner of said Section 19 and run thence N 00' 30' W 50.00 feet; thence N 550 08' E 127.24 feet; thence N 41' 25' W 37.80 feet; thence along the arc of a 370.00 foot radius curve to the left a distance of 236.24 feet, the long chord of which bears N 300 17' 30" E 232.25 feet; thence N 12' 00' E 241.97 feet; thence along the arc of a 566.69 foot radius curve to the right a distance of 128.58 feet, the long chord of which bears N 18' 30' E 128.30 feet; thence N 25' 00' E 379.49 feet; thence along the arc of a 1176.84 foot radius curve to the left a distance of 270.10 feet, the long chord of which bears N 18' 25' 30" E 269.51 feet; thence S 89' 56' 15" :E 64.82 feet to the West right of way line of the Union Pacific Railroad; thence along said West line, S 00' 03' 45" W 1304.33 feet to the South line of the Southeast 1/4 of said Section 19; thence along said South line, S 89' 30' W 596.10 feet to the point of beginning containing 9.3116 acres more or less, and being subject to a:Ll easements of record or are now in place. If we can be of further assistance to you please call. Sincerely, JAMES H. STEWART AND ASSOCIATES, INC. Franklin 1). Blake, P.E. & L.S. Vice President FDB/cjf 0I FICF-2I4 NORTH HOWLS O P.O. BOX 449 O FOR7 COLLINS, COL.ORADO 40542 O IF.LFPHONE. AREA 30'/4S'-93.4I I IIY N IORI COILINS ENGINEERING DIVISION April 1, 1982 P.O. Box 580. Fort Mr. Earl Stafford Everitt Enterprises, Inc. P.O. Box 1547 Ft. Collins, Colorado Mr. Stafford, 80522 303 The following is in response to our conversation regarding the ditch wash -out over the storm sewer along the most easterly boundary of Edora Park. This storm sewer was installed to serve the Parkwood East 2nd development by transporting storm runoff to Spring Creek. Because the direct responsibility for this wash -out is hard to establish, it is understood that three entities, the City of Fort Collins, Mr. Calvin Johnson, and Everitt Enterprises, Inc. would participate toward the correction of this problem. The City of Fort Collins and Mr. Calvin Johnson agree to furnish both the manpower and equipment to correct the problem, while Everitt Enterprises would participate in a monitary sense not to exceed $2,000.00. For example, this monitary participation could go toward the reimbursement of fuel used for the project. We would like to start the project as soon as possible and have tentatively scheduled to start on Monday, April 5, 1982. If you have no major concerns with the proposed, please initial this correspondence representing your approval and return it to me. I would like to thank you for your cooperation in resolving this problem and am looking forward to working with you on the project and in the future. Sincerely, i Robert W. Smith ��' � Assistant City Engineer - Drainage � I IIl Of �l OI2I l (I I INti ENGINEERING DIVISION May 6, 1982 P.O. BOX Earl Stafford Everitt Enterprises 3003 South College Avenue Dear Earl: or[,_olhns, Colorado n0522 RE: Parkwood East 2nd Filing Ph(303) 484-4220 Pt Last fall Everitt Enterprises was contacted concerning the necessity of relocating or stablizing the Eastern most fire hydrant on Stuart Street in the Parlaw)cd East 2nd Filing Subdivision. It appears your consulting engineer did not take into account the need for adequate soils support at this hydrant in the design of the storm drainage facilities. When the storm drainage system was constructed a large quantity of earth was removed at the hydrant location. This resulted in a potentially hazzardous situation for the Fire Departmeni; or other authorized persons who operate this fire hydrant. Therefore, your company needs to correct this situation. Two possible alternatives are relocate this hydrant to a location where adequate soil support can be obtained or construct an earthen berm of adequate height and density for support behind the hydrant. If you have any questions please contact me at 484-4220, extention 728. MQerely, Dave Stringer Chief Construction Inspector thh., CRAFTW000 HOMES. INC. June 29, 1982 Mr. Rodney Albers City of Fort Collins Engineering Department P. 0. Box 580 Fort Collins, Colorado 60522 Dear Rodney: Approximately one week ago, you inspected the sidewalk which we replaced at 241.2 Rollingwood. As you know, it was necessary for us to replace 90 of the walk which had originally been installed. This was due to the fact that the original walk had been only 3"-4" thick. Enclosed is a copy of the bill we received for replacing the walk. Until we hear from you, this remains an open item. We would ,greatly appreciate hearing from you directly so we can close the matter out. Thank you. LAO:klf Enclosure %.—._ -. Odau P.O. Box 1149 • Fort Collins, Colorado 80522 0 303-484-6787 C11Y0I I OR C( 11N) 1'.0Bo\ 580, Fol t (.011ii , Colorado 84052! ENGINEERING DIVISION July 12, 1982 Mr. Lawrence A. Odau Craftwood Homes, Inc. P.O. Box 1149 Fort Collins, CO 80524 RF,: 2412 Rolingwood Drive Dear Larry: 1' 10) 11i-1-220 1 xt. 7 The City has received your letter_ dated June 29, 1982 which addresses the sidewalk repairs at 2412 Rollingwood Drive. In your letter it was indicated that the sidewalk thickness varied from three (3) to four (4) inches. The past and present City Criteria for sidewalk thickness is four (4) inches. However, as you are aware there are tiiK-s when this standard is not rant which intivertently will cause additional costs to the property owner at some future date. It is unfortunate that these types of situations do occur but until the City is able to have full-time inspectors on each job during its progression faith must to put in a contractor's workmanship. I regret to inform you that the City will not reirburse Your firm for the added costs encountered due to the sidewalk breakage. Chapter 95 Article 37 of the Code of the City of Fort Collins delegates the re_ponsi-b;_li.ty of maintenance to the property owner. Again, I do svmnathize with your situation. The Construction Ins3Dection Division does do its best to try and eliminate this type of prd.�l rn. However, there are times when construction errors are macle and never corrected. One possible alternative for your firm is to contact the original. developers of this subdivision, Fveritt Enterprises. Perhaps when the F rolblem is presented to them they would be willing to reimburse the costs to you. If you have any questions, please do not hesitate to call me at 484-4220, extension 728. ASS, erely, Dave Stringer Chief Construction inspector CITY OF FORE COLLINS P.O. Box 580 Fort Collins, Colorado 80522 Phone 484-4220 Ex. 723 :s�rrb..awwrr�w:�un - +++rs+�fe+mwwawxner�versw.e ENGINEERING SERVICES August 12, 1983 Earl Stafford Everitt Enterprises 3000 South College Fort Collins, Colorado Re: Parkwood, 7th Filing Dear Earl: Our office has recently been contacted by the property owners on Rollingwood Drive regarding the extensive sidewalk cracking adjacent to their property. Large quantities of the sidewalk are exhibiting longitudinal and transverse cracks which vary in width from 1/2-inch to hairline, with some minor elevation difference. Several years ago when this filing was under development, a City Construction Inspector advised the contractor not to place the concrete curb, gutter and sidewalk due to unstable subgrade conditions. In lieu of not placing the concrete, the contractor and Everitts elected to extend the warranty period for a period of three (3) years. It now is quite apparent that the extended warranty was not adequate. In addition, the possibility exists that there is subgrade problem which was not considered in 1976. This possibility is based upon the fact that several _feet of sidewalk has been replaced yet, has cracked in the same manner as the original walk. The City Engineer's office feels the problem is significant enough to warrant a thorough subgrade investigation. The City is not obligated to the homeowners or Everitts to conduct or pay for the costs of a soils investigation and the associated corrective measures which may be needed to satisfy the problem. Earl Stafford August 12, 1983 Page Two In addition, the City is not responsible for the replacement of any sidewalks as they exist today. Your response in taking care of this problem will be greatly appreciated. If you have any questions, please contact me at 484-4220, extension 728. Sincerely, % i David Stringer Chief Construction Inspector cc: Tom Hays Roger Krempel everitt companies — general offices 3000 Somh College Avmue/P.O. Box 2125/For Collins. Colorado 80522/ 6ophone 303 226 1500 October 3, 1983 Bruce Fisher Water Utility City of Fort Collins Water Utility 700 Wood Street Fort Collins, CO 80521 Dear Bruce: The water and sewer main installations on Barnwood Drive, Barnwood Ct., Keywood Ct., Rushwood Ct., and Eastwood Dr., in the Parkwood East sub- division have been inspected and approved by City Engineering Inspectors. I would appreciate it if you would schedule all remaining water taps for these streets at the first availability of your tapping crew. Most of the tap locations have already been staked, and it will take less than an hour to complete staking. I would need only about one half -day notice to have trenches dug ahead of your crew. I will be contacting you either in person or by phone to confirm this request. Thank you for your cooperation. Sincerely, Robert Zakely cc: Jim Hibbard Dave Stringer RZ/st CITY 0FFORT COLLINS P.O Box580 Fort Coll!ns,Colorado £10522 Phone 464-A22OLx_723 ENGINEERING SERVICES October 13, 198S Pat Walker Flatiron Concrete Company 941 Riverside Fort Collins, CO 80524 RE: Parkwood East 1st Dear Pat: The intent of this letter is to restate the City's position regarding the con- crete curbs, gutters and sidewalks in a part of the Parkwood 1st filing. More specifically those area's on Keywood, Barnwood Courts, Barnwood and Eastwood Drives which exhibit longitudinal cracking along the curb face and mid width of the sidewalk. As you recall, Mr. Kent Early of Martin Marrietta indicated that this cracking, in his opinion, is, a shallow surface type (shrinkage cracks) and does not create any form of structural deficiency to the concrete member itself. However, there is some potential for surface deterioration in the form of spalling or scaling from the Winter freeze/thaw cycles common to our area. Mr. Earlys' recommenda- tion was to leave the concrete in place to give the numerous freeze/thaw cycles of this Winter time to react with the concrete. At this time during our discussion, I informed you of the City's decision not to accept those portions of sidewalk or curbs and gutters which are cracked. In addition, it is Flatirons responsibility to convince the City of the concretes integrity and durability. Any arrangements which are made betweer. your firm and the developer are your concern and in no manner shall the City be obligated to either party. Again, let me restate the City's position in this matter. We will not accept the defective concrete work in the area's mentioned previously. It is our contention that this concrete as it presently exists will become a maintenance problem in the future. Therefore, we will not accept the burden of added maintenance costs to the future homeowners. I would appreciate a written response from you addressing what course of action Flatiron intends to take regarding this situation. Also, please indicate what agreements your firm and the developer have made regarding possible replacement, perpetual maintenance responsibilities, etc. Sincerely, David Stringer Chief Construction Inspector DS:mm CC: Tom Hays Bob Zakley 0 FLATIRON CONCRETE CONSTRUCTION CO 941 RIVERSIDE DRIVE, FORT COLLINS, COLORADO 80524 • PHONE (303)484-9262 Reply to: P. O. Box 504, Fort Collins, Colorado 80522 December 6, 1983 City of Fort Collins P.O. Box 580 Fort Collins, CO 80522 Attn: David Stringer Dear Dave: Re: Parkwood East lst Barnwood Drive As you know the engineers we asked to examine the cracks in the roll curb/walk in Parkwood East both concurred that they are plastic shrinkage cracks. They stated that a plastic shrinkage crack is a surface defect and does not effect the structural integrity of the product. Mr. Kent Early of Martin Marrietta stated that the only potential problem was spalling due to mois- ture infiltration and subsequent freeze -thaw cycles. Mr. Early went on to state that since these defects occur in the roll portion of the product the potential for this freeze -thaw attack is dramatically reduced. Mr. Early further stated that the poten- tial for spalling to occur is further reduced in machine placed concrete due to the minimal finishing required and the resulting high surface density of the product. Since our last meeting I have also contacted the American Society for Concrete Construction seeking their advice on what specific actions to pursue as regards the defects that exist as well as how to prevent them in the future. ASCC concures that the potential for spalling is small, but that if it does occur it will probably happen within the first year since the surface will tend to seal with fines. Our previous experience with this phenomenon on Centennial five years ago tends to support this conclusion. As ,you stated in your letter dated October 13, 1983, it is our responsibility to prove the integrity and durability of the product in question. At this point we have solicited the advice of qualified individuals and organizations that deal with concrete and trouble shoot problems that occur with the product. It is the consensus of opinion that the potential for problems is small, but if problems do occur they will become evident within the first year since concrete tends to seal with fine particles and become FOUNDATIONS & FLATWORK CURB/GUTTER O FLATIRON CONCRETE CONSTRUCTION CO. 941 RIVERSIDE DRIVE, FORT COLLIN S, COLORADO 80524 • PHONE (303)484-9262 Reply to: P. O. Box 504, Fort Collins. Colorado 80522 Barnwood Drive - less vulnerable to moisture or chemical attack. Plastic shrinkage cracks are not uncommon and our own experience as well as industry experience indicates that the potential for problems is greatly reduced after the first year. Certainly the best test of any product is its ability to per- form over a period of time under actual field conditions. This particular product is at its most vulnerable state and will re- ceive its harshest test over the next two years while subject to heavy construction traffic. Available opinion and evidence indi- cate that if problems do not occur within the warranty period there is no reason to assume they will occur in the future as the potential for problems reduces with time. While the professsionals we have contacted felt that sealing these cracks was unnecessary, we are continuing to pursue the possibility. It is our feeling that; the warranty period should be utilized to determine whether or not the product has been adversely effected, as there is no test more adequate or severe than actual field conditions. It is certainly not in the best interest of this company or any other parties involved to accept a product that will become problematic. We are not asking for unconditional accept- ance of the product but are suggesting close monitoring through the warranty period to determine if the expert opinions we have received are correct. Sincerely, Patrick H. Walker, Manager Flatiron Concrete Construction Co. FOUNDATIONS & FLATWORK CURB/GUTTER i e tl't\ James H. Stewart and Associates, Inc. Consulting Engineers and Surveyors August 2, 1979 Mr. Robert Zakely City Engineers Office P.O. Box 580 Fort Collins, CO 80522 Dear Bob: Larry Northey has staked the grades for the Parkwood East detention pond. The grades were staked and cuts were marked as per the design plan. A copy of Larry's work sheet is enclosed. You will note the north 400 feet of the pond has not been staked due to Mr. Johnson's crop. Please call if you have any questions regarding this staking. Sincerely, JAMES E. STEWART AND ASSOCIATES, INC. Phill/iwp' I. Robinson, P.E. & L.S. Senior Vice President PIR/cjf Enclosure OIRCF: p 14 NOR , I I I HIAC I • P.O.BOX -1'2') • POR 1(,0 LI INS, Co MRA DO 80522 • - I F: IF 1'HON I ARE A 301/482-9331 >..... �...,_............,.x...�..�.�.. ... � 580 Fort CITY OF FOR f COLLINS P.O. Rox 580 Fort Collins, Colorado 80522 Phone 484-4210 FX 72" u..cawt.+.s�:m�e.v aroecwa vw.rat.<uxe:wo.arnva..Asps..wv-,:v+i<ur...acmmurHn.,.r�+rnw+�^..sx.n.aw:aanva�... ENGINEERING SERVICES December 19, 1983 Flatiron Concrete Construction Company P.O. Box 504 Fort Collins, Colorado Attn: Patrick Walker Re: Parkwood East, 1st Filing Dear Pat: In response to your letter dated December 6, 1983, it is not the City's intention to require the removal and replacement of the concrete curbs and gutters in question, but, rather to place the responsibility for determining the integrity and durability of the concrete product upon your firm. You have stated numerous times that outside sources have been contacted and all are in agreement that the cracking, if it will deteriorate, will most likely occur during the first year of its life. In addition, you suggest we monitor the cracking throughout the warranty period. Presently, this alternative is agreeable to the City. My intentions are to photograph the individual cracks and measure their length and width, with depth measurements wherever possible. We, too, feel the monitoring of these cracks is essential to determine the concrete durability. However, one aspect of the City Engineer's office is to insure the citizens of this community a quality product. This is especially important for that portion of the street system which becomes their responsibility for maintenance. Please be informed that should any property owner desire replacement of his curb, gutter and walk, during the warranty period due to this cracking, we will demand its replacement regardless of the monitoring results. At this time the City will not make any commitment towards the acceptance of those portions of curb, gutter and walk in question, other than what's been stated in this letter. We reserve the right to make a final decision after the monitoring results are known but, prior to the expiration of the Contractor's warranty period. The documentation and measuring of the cracking will start as soon as time permits. Probably within the week of December 26, 1983. If you have any questions, please contact me. �rnxerely,r David Stringer Chief Construction Inspector cc: Bob Zakely Tom Hays CITY OF FORT COLLINS FN(',:NFLPT\U '�3ERVICF October 2. 1984 Bob 7.akely Everitt Companies P.O. Box 1547 Pt. Collins, CO 80522 Re: Parkwood East Dear Bob: The City Water and Sewer Department has made a final inspection of their utilities in the Parkwood East Subdivision. Following is a list of items which need to be corrected prior to the City accepting, this system for perpetual maintenance: - Manhole No. 31 on Barnwood is low, needs to be raised and regrouted. - Manhole at Barnwood and Barnwood Court is low, needs to be raised and grouted. - ?Manhole at west end of Rushwood is low, needs to he raised and grouted. - Fire hydrant valve box at Barnwood and Barnwood Court needs to be raised. - Main line valve at Barnwood and Barnwood Court needs to be raised. - Manhole No. 16 is high, needs to be lowered. - Manhole No. 11 is low, needs to be raised. Please notify me prior to beginning this work, and thank you in advance for correcting these problems. Sincerely, �C David Stringer Chief Construction Inspector I ''( N1 I IPdh IL A/ICI S 19 1 Sin, r /Avim f I, -�F SF' i e-G Na rs Cola redo f LKI CITY OF FORT COLLINS COMMUNITY DEVELOPMENT DEPARTMENT, PLANNING DIVISION November 15, 1985 Mr. Gary Baxton Everitt Enterprises, Inc. P.O. Box 2125, Fort Collins, Colorado 80522 To Whom it May Concern: Please be advised that the plat of the new City Pool/Ice Rink directly north of Parkwood East contains dedicated public rights -of -way (the extension of Riverside Avenue, and the new cul-de-sac on the west end of Stuart) that will provide ingress/egress access points for the three north driveways shown on the Parkwood East 2nd Filing, Tract "A" plans. Please call if you have further questions concerning this matter. Sincerely, / Bonnie J. Tripoli Development Coordinator City of Fort Collins Fort Collins, Colorado /bpg („ 1 ­ DFVELOP^AF_NF, PLANNING DIVISION October 31, 1979 n Mr. Bob Smith f Engineering Department City of Fort Collins P. 0. Box 380 Fort Collins, Colorado Dear Mr. Smith: Due to availability and price, we are requesting that you approve a change of storm sewer and drain pipe to be installed in the Parkwoo& East subdivision from Class III, ASTM C-76 to non reinforced Class III ASTM C-14 subject to your receipt of support data from Carder Concrete Pipe Company of Denver demonstrating that this new pipe is in fact superior to the reinforced C-76 spec. pipe you currently approve. Sincerely, Tom Stafford Assistant Vice President TS:bjs CH Y OF I ORT (,OLLINS OLT INS COLOR ADO 80>22 PIi j 303) 181-TZZO ENGINEERING DIVISION January 14, 1980 Mr. Earl Stafford Everitt Enterprises, Inc. 3000 South College Avenue Fort Collins, Colorado Dear Mr. Stafford, Several weeks ago I met with Bob Zakely at the site of the outlet from the detention facility for Parkwood Fast subdivision. lie discussed the need for some type of structure at the south end of the siphon under Drake; I sent a sketch of a junction box to Phil Robinson, and we have now received a drawing which we are reviewing. We still have several concerns regarding the outlet to this pond. First, there anpear to be some discrepancies between the elevations for the outlet works shown on the utility drawings and the actual field elevations. At the earliest opportunity, would you please provide us with a complete profile of the outlet works from the pond to the proposed junction box? We will need to review this information before we can accept the detention facility for City maintenence. In addition, I am very concerned about the present situation re- garding the disposal of groundwater from the subdivision by pumping from a sump into the storm drain. This arrangement is not in conformance with the approved utility drawings, and the storm sewer has not been sized to adequately account for these flows. Please be advised that the use of the storm sewer as an outfall for groundwater flows pumped to the surface cannot be approved. I am sure you are aware that the outfall for this drainage system via the Meadows East pond is already undersized, and the introduction of additional groundwater flows into the system would have an adverse effect. Another suitable outlet for the groundwater flows will have to be developed. If you have any questions regarding this matter, please feel free to contact me at 484-4220, extension 728. Since�jeely, Marc g Civil En neer cc: Mauri Rupel Dave Stringer Phil Robinson EXT. 7?8 I ORI (<)t I INS P.O. Box ENGINEERING DIVISION July 16, 1980 Mr. Robert Zakely, Everitt Enterprises, Inc. 3000 South College Avenue Fort Collins, Colorado Dear Bob: Collins. Colorado 805 303) 484-4220 Est. 728 I have reviewed the profile information you provided for the portion of T na glewood between Rollingwood and Cree . The attached drawing —is a comparison o t e profiles: one, as designed, from the utility drawings; the other, as constructed, from your notes. Please note that in preparing this drawing for comparison, I assumed that the elevation of the existing P.T. at Rollingwood and Tanglewood was the same in both cases - this should be verified on the as - constructed drawing. As you can see, the section between Rollingwood and the triple catch basin is considerably flatter than designed; in fact, the slope is less than the minimum grade required for curb and gutter. Also, there is apparently a discrepancy between the designed elevation at Tanglewood and Creekwood and the constructed elevation. While the improvements as constructed are considerably different than the design and may result in future maintenance problems for the City, requiring you to remove and reconstruct the improvements according to the original design is probably not economically justifiable. Tn accepting the improvements as constructed, however, T feel the City should make two conditions. Mr. Bob Zakelv Page 2 First, before the improvements can be accepted, please submit a set: of as -constructed drawings for the improvements on Tanglewood, Creekwood and any other streets which have been affected by these field changes. Second, please forward a letter to Dave Stringer agreeing to extend the warranty periods for the street and concrete improvements on Tanglewood between Rollingwood and Creekwood one year beyond their normal warranty periods. We have all run into situations on construction sites which require some field adjustment of the original design. However, this example illustrates the fact that such field adjustments can sometimes produce undesirable, even unacceptable results. Hopefully, coordinating these field changes through the City's inspectors or engineers will reduce the chances of this happening. T trust we can rely on you and your engineers to make certain this type of situation does not occur again.. Thank you for your assistance in resolving this matter. if you have any additional questions, please do not hesitate to call me. Sincerely, Marc Engemoen Civil Engineer 11 cc: Dave Stringer Mauri Ruvel ✓ James Stewart & Associates CARDER CON CRETE "RODUCTS CO. 8311 WEST CARD. COURT LITTLETON, COLORADO 80125 PHONE iln�l Toe-Agnq 0 WYOMINV CONCRETE PIPE CO. . : AN STOCK TRAIL CASPER, WYOMING 62601 PHONE (307) 265-3100 0 �d -h u� �3 Q h Concrete Sewer. Culvert & Irrigation Pipe (12" Thru 144") Reinforced Concrete Low -Pressure Pipe Reinforced Concrete Rubber Joint Pipe (R-4) Reinforced Concrete Jacking Pipe Reinforced Concrete Steel And Rubber Joint Pipe Precast Concrete Manholes Reinforced Concrete Elliptical Pipe (18" Thru 96") Precast Concrete Box Culverts CONCRETE FOR PERMANENCE ev�riti 1 1t _ F�,-I Y,.zn r July 16, 1980 Phil Robinson James Stewart & Associates 214 North Howes Fort Collins, Colorado 80521 Dear Phil: I have just received from Marc Enqemoen his letter concerning the curb and gutter installation on Tanglewood Drive between Rollingwood and Creekwood. I have enclosed a copy for your reference. I would like you to immediately prepare the as -constructed drawings requested in the first paragraph, page two of Marc's letter for sub- mittal to Marc, copy to me. Also, I do not feel the request for an extended guarantee period is unreasonable, when compared to the cost of removal and replacement of that whole section of Tanglewood Drive. Please be advised that because the curb and gutter at that location was installed to lines and grades staked by your company, any reconstruction required by the City during this guarantee period (two years for asphalt, three years for concrete) caused by the flat grade will be at the expense of James Stewart and Associates. Sincerely,` Robert Zakely RZ. bjs cc: Tom Stafford Marc Engemoen Dave Stringer Kern Homes • P.O. Box 1845 • Fort Collins, Colorado 80522 • (303) 482-0826 September 25, 1980 City of Fort Collins Engineering Services/Department of Public Works 300 LaPorte Avenue Fort Collins, Colorado 80521 ATTN: Maurice Rupel Dear Maury: Persuant to our telephone conversation this date, I submit this letter of guarantee: Relative to our model ho c�omple_x at 2509 hrou h Creekwood Drive in th arkwo']co "Fas first Fi ing we hereby guarantee that, upon termination of our use o ese homes as models, we will lower the sewer access located in the cul-de-sac at the above location and replace all pavement in accordance with the specifications of the City of Fort Collins. All such compliance shall be done entirely at the expense of KEM Homes, Inc., and shall be completed prior to the use of any of the above five dwelling units as permanent residences. For reference, Encroachment Permit No. 63, dated August 14, 1980 is on file in your offices, stating an anticipated life of the encroachments described to be three years from the date of said permit. Thank you very much for your assistance. Very truly yours, David S. Brown Executive Vice President DSB/s