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HomeMy WebLinkAboutCOUNTRY CLUB CORNERS PUD - Filed GC-GENERAL CORRESPONDENCE - 2003-07-07COUNTRY CLUB CORNERS OCTO PURPOSE: This.meeting is to explain the State's position on the access on College Avenue to give the Developer information and criteria for developing alternatives for handling access for the interim and for proposing a plan that provides guarantees that the access will be reconstructed for right -in right -out operation. AGENDA: C04104 s� and a4 ills; 6 Gl% �irsf�h ho� w� 41 Mal �ooe �vr PIVz �� O� -X - - Explain State's position - Additional information needed in the traffic report to explain the benefits gained at the Willox and Bristlecone intersections on College. Must have benefit to justify the proposed driveway access. - 'Ultimate College Avenue access right -in, right -out access only when shopping center is developed. * Controlled by median in College or island in the entrance (example is Pavillion Shopp g Center College access) - North College Access Plan - status - Discuss possible alternatives for the interim - Discuss alternatives needed to guarantee the entrance gets remodeled - Union Colony Bank position - Project schedule Other items cklMaraG:. QcceSS !*&, G/�e We Xz j � 4 z z M 0 kn Fr _ . a , cc, W U< Sp M o a w Z Z Z 000 o a� cq f1 N' N O h ~ w d tn En C) w �' w w z z kn CD ff I. �j N O w cd 06 10 ° `8 en w Iz Iz Iz Iz Iz Iv o Con Z Z a 00 � b �� a o F• � oo o F � ai a�i e� � � ti. � v� C o oQ 0 0 0 b o Eou En F°• [wv, owyi Ev �1 w z z 00 0 a N ( N I N I M l O I O N V ¢ a ¢ ¢ a ¢ a N N M O O O oo O O O C O C O C T T � a C ccadd C cc�dd 3 3 id id co w o VE0 0�g � �o � ;o 94 a U96. ' * a o p u V M, Date: 25-Oct-1991 12:46pm TO: Evan Hooper CC: Edward Tormohlen CC: Douglas Rames From: Philip Demosthenes Dept: CSROWACS Tel No: (303) 757 9844 Subject: Country Club Corners, Ft Collins ( HOOPERE AT Al AT GRE01V ) TORMOHLENE AT Al AT DHQ RAMESD AT Al AT GRE01V ) ( DEMOSTHENESP AT Al AT DHQ ) Bud: 10/25/91 Based on the diagram and analysis you provided, approval of the direct access by the City of Fort Collins or the Department would -be a violation of the requirements of the Access Code. Mr. Delich's 10/16/91 memo provides sufficient information to show that there is insufficient justification for a variance from the Code and that the proposal can not meet Code requirements without a variance. If the access were granted, there is no indication of what geometric deficiencies would be present and decrease public safety. From the information before me, the District is precluded from issuing an access permit directly to College avenue. I see no way to issue a permit that would not violate the law. Overall, it appears that the site plan is poor and therefore creates unnecessary and unwanted circulation patterns and access locations. The agreement apparently allows the developer to further divide the larger property and create a new lot with new access needs. There seems to be no physical restriction for Burger King to get to Willox, or Bristlecone. But, the developer chooses not to provide access to the side street until phase two. Burger King has also chosen an inside lot rather than the N.W. corner where it could take better advantage of corner visibility and access to Willox. In regards to Matt's report, it is entirely logical to expect deterioration in level of service on the side streets when the volumes at the side street driveways increase. The same issues are true for the proposed direct access. I saw no consideration on how t:�e side streets might be improved to mitigate the increased traffic impacts. The Code statement 'unacceptable traffic operation and safety problems' is a very high test. Matt's statement regarding direct access "it should be demonstrated that provisions of this access improves the operation and geom2trics of the area streets" IS NOT a correct reference to the Code. The purpose of a category three designation is the have the side street collectors so their job so that College Avenue can operate as a high volume major arterial. The proposed direct access to College creates a more difficult and dangerous turning problem than the side street access. Volumes are higher, multi -lanes are involved and the average speeds are higher. The fact that the proposed access was shown on 1980 development plans is of little consequence. All access decisions to state highways must be consistent with current law. The proposal does not apparently meet the category three standards of Code section 3.6.3. It is far from meeting the variance standards section of 2.8.3,. The purpose of the Code is to protect important arterials from the cumulative impact of such proposals. It is unlikely that the proposed intersection agreement is legal or enforceable. There is no such thing as the 'Colorado Highway Access Code' and the Colorado Department of Highways no longer exists, nor has there ever been any agency called the 'Colorado Highway Department'. These are correctable errors but the agreement is not enforceable with these mistakes. The City of Fort Collins is the issuing authority for state highway access permits. It is clear in law that access to state highways may only be granted by the issuance of an access permit. If this intersection agreement constitutes access approval, then it is an improper granting of access. Access to a state highway requires the concurrence of the Department. There is nothing in the agreement noting our concurrence. The agreement protects itself somewhat by the requirement that the approval of the nonexistent "Colorado Highway Department" be obtained. Access law requires that Fort Collins issue access permits in conformance with the Access Code. There is no evidence that the City has followed Code standards or procedures, nor made a proper access review and decision prior to their apparent commitment to authorize the full movement access onto College. CRS 43-2-135 (division of authority over streets) clearly requires the use of CRS 43-2-147 (access law) in decisions regarding access. CRS 30-28-133.1, (subdivision law) prohibits persons from submitting applications for subdivision that are not in conformance with the State Highway Access Code. The intersection agreement states that the proposed access does not fully conform to the Code. Without legal conformance an access permit cannot be issued by the City nor the State. The Department cannot make a conclusive decision without an application and Fort Collin's approval on a permit pursuant to Code requirements. Paragraph 2, sets standards for the Department action regarding the closing of the left turns. The Department is not a party to the agreement. The agreement cannot limit the state's authority. In paragraph 4; the agreement cannot constitute the entire understanding between the City and the developer since the City is also required by state law to be in conformance with the Access Code which will require appropriate applications, supporting documents,, plan approvals, access permit approvals and appropriate variances, all which must be signed by the City and the developer in addition to the 'intersection agreement'. Perhaps in the future, if side street problems actually develop, direct access could be reconsidered if direct access would be an effective alternative and meet code requirements at that time. ITO 5TATE OF COLORADO DIVISION OF HIGHWAYS P.O. Box 850 Greeley, Colorado 80632-0850 (303) 353-1232 "�r�Ppp � OF CO 0 OCT `? 0 October 29, 1991 Mr. Mike Herzig, Engineer Engineering Department City of Fort Collins P.O. Box 580 Fort Collins, CO 80522 Dear Mr. Herzig: Larimer Co., S.H. 287 Country Club Corners S.E. Corner of Willox Ave. & N. College Ave. We have reviewed the latest Country Club Corners proposal, and we have also submitted the information presented to the Denver Staff office of Mr. Phil Demosthenes for further evaluation and comment. Attached is the response received from that office. It is the position of the District office to concur with the opinions of Mr. Demosthenes in this matter. Since an access to the site would not be in conformance to the State Highway Access Code, a permit prepared by the City of Fort Collins, as issuing authority, could not be approved by this office. Thank you for the opportunity to further review this matter. If you have any questions, please contact me at 350-2163. Very truly yours, Evan A. Hooper,,, Development/Access Coordinator EAH/cm Attachment cc: P. B. Demosthenes/Staff ROW D. D. Rames L. D. Yost J. F. Springer File Transpo: 'ion Services Engineering Department City of Fort Collins January 16, ,1997 Mr. Dan Yacovetta Denver Holdings, Inc. 10065 E. Harvard Denver, Co. 80231 Re: Street paving, Bristlecone Drive, Country Club Comers, Fort Collins Dear Mr. Yacovetta: As you are aware the City signed utility plans for the Country Club Planned Unit Development, sheet number 41 of 42 shows an overlay of Bristlecone Drive from approximately station 0+50 to station 4+50. As per our discussion on Wednesday January 15, 1997, the City will not allow an over lay on Bristlecone Drive as shown on this plan sheet due to the current condition of the asphalt pavement. According to our pavement strategies this pavement should not have been shown as just an overlay. The existing condition of the roadway exhibits signs of extreme pavement distress in the form of advanced "alligator cracks". That is, cracks that are interconnected forming small blocks. In most cases, this type of pavement failure is the result of excessive deflection of the pavement surface over unstable subgrade or lower level pavement. The unstable support is usually the result of saturated granular bases or subgrade materials. In the case of this street, the pavement condition has been aggravated by repeated loads that exceeded the load -carrying capacity of the pavement, resulting in the entire roadway width resembling an alligators skin. Consequently, when a pavement reaches this point the industry recommended repair strategy is to remove the surface and base as necessary to reach a firm support. Once a stable subbase or subgrade foundation has been establish a composite section of aggregate base course and asphalt pavement or a full depth asphalt pavement section is used to reconstruct the street. It is my opinion that this is the repair strategy that should have been shown on the civil engineered drawings for this section of Bristlecone Drive. I understand that the reconstruction requirement is much more costly then the milling of the existing pavement surface and then overlay as shown on sheet 41. However, it is also my opinion, that your Engineering firm should have looked at the condition of the existing street in much more detail and designed the street accordingly. I believe that had this been done, the design engineer would have shown this portion of street to be reconstructed, not an asphalt overlay. With these comments in mind, please reevaluate your cost estimate to reflect the cost of constructing this street to a standard acceptable to the City. Include in this estimate provisions for some type of subgrade stabilization in case its needed. Sincerely, David Stringer Engineering Administrator 281 North College Avenue • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6605 Transpoi ion Services Engineering Department City of Fort Collins August 22, 1997 Mr. Mark Yacovetta Denver Holdings Inc. 10065 E. Harvard Ave. #803 Denver, CO 80231 Dear Mr. Yacovetta: The purpose of this letter is to inform you that the City of Fort Collins is requesting you complete the public improvements associated with the Country Club Corners Development. There are two fire hydrant adjustments from the original punch list that remain to be completed. These hydrants are located along Willox on the North side of the project. Each hydrant requires a 6" extension be installed to bring it into compliance. For your information our records indicate $32,331.00 remains in escrow for the completion of these improvements. Due to the fact that this work has already taken an unacceptable period of time to complete I am requesting these hydrant adjustments be completed no later than September 15, 1997. If you fail to_ complete the work within this time frame we will have the work completed and paid for out of the escrowed funds. I appreciate your cooperation in dealing with this matter. If you have any questions please contact me at 221-6605. Sincerely, —L _C=U Todd Juergens Lead Construction Inspector cc: Rick Richter Dave Stringer 281 North College Avenue • PO. Box 380 • Fort Collins, CO 80522-0580 • (970) 221-6605 COUNTRY CLUB CORNER PLANNING OBJECTIVES With the development of Phase One of this Community Regional Shopping Center, the Country Club Corner project will provide a much needed super market based facility for the neighborhood. To that end, the ;project is planned to provide a community focal point and an example of well -planned development for the North College Avenue area. Vehicular access is carefully controlled, providing full turning movements off Bristlecone Drive and Willow Lane. Limited access is to be provided at College Avenue. Reduction in vehicular speed is influenced by alignment shifts throughout the project, including the circulation lane in front of the main shops. Another effort to slow down cars includes median dividers at each major street entrance. Special pavement surfaces are provided at strategic intersections to demarcate arrival and to assist drivers in being aware of their speed. Two major north/south circulation lanes are introduced to disperse drivers when they are sleeting a parking space. Service to the supermarket and other retail shops will be provided via a service lane east of these buildings. All truck and van turning movements have been considered to provide efficient and effective deliveries, loading, and trash pickup. Pedestrian circulation is considered throughout the site. Sidewalks are planned for the perimeter of the project property, as well as, within the development. Care has been taken to accommodate future pedestrian movement midblock along the east property line. Tying in with this is a pedestrian courtyard with shops facing onto this plaza. The courtyard is a result of a diagonal easement for the Greeley water line and attempts to turn this existing feature into a pleasant situation for shoppers with outdoor dining and special landscaping. Movement of pedestrians from the major shops to the pad sites has been accommodated with interconnecting sidewalks. Landscaping is an important feature of this project. Trees are used extensively to provide visual buffering of the parking lots. Car parking is frequently compartmentalized into smaller sections with trees in the numerous median planters. The major circulation lanes are defined with continuous tree planting and do not have any head - in parking. The sidewalks in front of the main shops are very generous in width and have trees in tree grates. As mentioned, the " a 04 ter a v� al o� V) C) a C) CD OHO E°- 0 o. V) � a o z O Mo o . .. w a� w ¢� w w w 0.0 G9 °�n° N a a r:.Tw v� o p 'n = — N ° a W) w .-. °` kr) kcq n N g pq N �O E0 Ers o 0 o ^ a 0 a u N m x v N Vi v. a, ° PO a to) A En a - o.48 00 to Cr 04 a, � �n v . p....: is w O w O ' pp Ewa w E"a w 14 w v vCi. d a O - > Q w O M N .--i kn N El E-°cic FG v�i W It F" 00 M 00 N �.'� .~r ........................ ......................... ........................ ......................... ........................ ......................... ........................ Cli O O CD•--� N O F G1 •(! to yi 6! .0 N � •U •U .0 .0 p� 0 n' N L N enV 'IV y Q a> OaI xai xd aax axx axx