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HomeMy WebLinkAboutPackets - Council Packets (1064) AGENDA ORO VALLEY TOWN COUNCIL STUDY/SPECIAL SESSION JULY 13, 2005 ORO VALLEY TOWN COUNCIL CHAMBERS 11,000 N. LA CANADA DRIVE STUDY SESSION: AT OR AFTER 5:30 P.M. CALL TO ORDER ROLL CALL 1. DISCUSSION REGARDING THE COMPLETED MOUNTAINSIDE AVENUE EXTENSION STUDY ADJOURN STUDY SESSION SPECIAL SESSION: AT OR AFTER 5:30 PM CALL TO ORDER ROLL CALL 1. Pursuant to ARS 38-431.03(A)(3) and (A)(4), Council may vote to go into Executive Session for the purpose of consultation for and discussion of legal advice with the Town Attorney and legal counsel for the Town in order to consider the Town's position and instruct its attorneys regarding the pending litigation: Stop O.V. Outrageous Giveways and Oldakowski v. Cuvelier and Town of Oro Valley (Superior Court, Pima County No. C20053394) (RESUME OPEN SESSION IN THE EVENT AN EXECUTIVE SESSION IS HELD) 2. POSSIBLE DISCUSSION AND ACTION BY COUNCIL TO INSTRUCT LEGAL COUNSEL FOR THE TOWN REGARDING POSSIBLE CLAIMS AND DEFENSES IN THE PENDING LITIGATION: STOP O.V. OUTRAGEOUS GIVEWAYS AND OLDAKAWSKI V. CUVELIER AND TOWN OF ORO VALLEY (SUPERIOR COURT, PIMA COUNTY NO. C20053394) ADJOURNMENT The Town of Oro Valley complies with the Americans with Disabilities Act (ADA). If any person with a disability needs any type of accommodation, please notify the Oro Valley Town Clerk, at 229-4700 POSTED: 07/08/05 4:00 p.m. Ih TOWN OF ORO VALLEY STUDY SESSION MEETING DATE: July 13, 2005 TO: HONORABLE MAYOR & COUNCIL FROM: Craig Civalier, P.E., Acting Town Engineer SUBJECT: Traffic Evaluation for Mountainside Drive Extension SUMMARY: The Traffic Evaluation for Mountainside Extension was initiated by Town Council based on requests from area residents' safety concerns for turning southbound on to Oracle Road from Westbound Catalina Shadows Drive and Mountain Vista Drive. The traffic evaluation included review of the accident history and travel delay at the above intersections. On pages 1 and 2 of the evaluation an executive summary gives a concise summary of the findings of the evaluation. Review of the accident records indicates that accidents are occurring at a very low rate. Only one accident in five years was from westbound traffic on Catalina Shadows Drive that turned left to southbound on to Oracle Road. Travel delay time was greatest in the evening peak hour at Mountain Vista Drive and Oracle Road as was the morning peak hour. The results of this evaluation show that extending Mountainside Drive will provide benefits for some of the area residents with regards to reducing travel time. Additional trips will be added to the Magee Road I Oracle Road intersection westbound which may cause increases in travel delay time there. However, the number of expected actual trips diverted is small 27 in the morning peak hour and 8 in the evening peak hour. David Atter, P.E., Principal of DMA Engineering LLC, has prepared a power point presentation to review the highlights of this traffic evaluation. This is an informal setting for Town Council to review this information before a public Town Council meeting. ATTACHMENTS: Traffic Evaluation for Mountainside Avenue extension by DMA Engineering, LLC Craig Civa .-r, P.E., ActiN Town Engineer 41.z. . A adi I 40e uck Sweet, own Manager PROJECT ASSESSMENT REPORT for MOUNTAINSIDE AVENUE - ONE WAY EGRESS TO MAGEE ROAD ,----.-76-:-:,-,-,-3,-.7.:7--,, 7'�"` �'a%,. ` .1� 'r.-.' i i i'tn. - :,---.\ aaj[ CI ♦�.' h`�T $ . q-) erg ..� •• „,:i :; ..361'4C it# /,4,',;11 .�, 4 W. 4 _. rY tilJ r �,C4- Prepared for: ir tt The Town of Oro Valley, Arizona -�"rr 11000 North La Canada Drive Oro Valley, Arizona 85737 (520) 229-4700 Prepared by: R S Engineering, Inc. 2445 North Tucson Boulevard Tucson, Arizona 85716 RSE Project Number 0418.00 November, 2004 TABLE OF CONTENTS SECTION A - INTRODUCTION 1 SECTION B—SUMMARY OF EXISTING CONDITIONS 1 SECTION C—SUMMARY OF FINDINGS 2 SECTION D—PROPOSED IMPROVEMENTS 3 SECTION E—COST ESTIMATE 4 LIST OF FIGURES Follows Page 4 Figure 1 —Location Map Figure 2—Typical Section—Mountainside Avenue Figure 3—Proposed Improvements Map Mountainside Avenue—One Way Egress to Magee Road Page i Project Assessment Report R S Engineering,Inc. SECTION A - INTRODUCTION Project number 0V30 04/05 08, is a roadway extension project to provide vehicular access to Magee Road from the Rancho Catalina neighborhood to Magee Road. The proposed improvements will be in the form of a new, one-way, road extending west from the existing Mountainside Avenue, and then south to Magee Road. This project would ultimately allow local motorists, who want to travel southbound on Oracle Road, to access Oracle from Magee Road instead of from Hardy Road one mile to the north. The proposed roadway extension will be an egress only (one-way) since it is desired to limit the travel on this residential street to local traffic, and since ingress from Oracle Road to the Rancho Catalina subdivision is easily accomplished from either direction without taking an indirect route. The proposed project is located on Mountainside Avenue, and vacant land north of Magee Road, in Section 25, Township 12 South, Range 13 East, Gila and Salt River Meridian, Pima County, Arizona. A project location map is included as Figure 1. The preliminary estimated project cost is approximately$268,846.00. SECTION B - SUMMARY OF EXISTING CONDITIONS Plat maps of the Rancho Catalina subdivision are filed at Pima County Maps and Records Section under Book 23, Page 30. The existing portion of Mountainside Avenue extends approximately 200 feet south of Rancho Catalina Drive, and has a right-of-way width of 60 feet through this area, although the pavement width is significantly less. Mountainside Avenue currently ends in a dead end marked by two red diamond-shaped metal placards on posts. Mountainside Avenue is a residential street, with no pavement markings. There are also no pavement markings on the existing Rancho Catalina Drive to the north of Mountainside Avenue. The existing condition of the proposed extension of Mountainside Drive is vacant land, mostly covered by desert brush. Along the proposed extension route, there is an existing downward slope of 3.5-4.0% along the first portion of the extension from the current terminus of Mountainside Avenue west along the power line between the Rancho Catalina subdivision, and vacant land owned by the Immaculate Heart School. Along the second portion of the proposed Mountainside Avenue—One Way Egress to Magee Road Page 1 Project Assessment Report R S Engineering,Inc. extension route, south to Magee Road, there is an existing downward slope of about 2.0% for roughly one half the distance, then an upward slope for the remaining distance, also at about 2.0%. This leg of the proposed extension route is located at an existing easement along the west side of the same parcel owned by the Immaculate Heart School. The elevation of the project site is approximately 2,654 feet at the existing terminus of Mountainside Avenue, and approximately 2,634 feet at the proposed intersection with Magee Road. SECTION C - SUMMARY OF FINDINGS A field reconnaissance was performed on July 27th, 2004, and the following observations were made: • Mountainside Drive is a small residential street, with no markings, no curbs, and no signing except for a"Yield" sign at the intersection with Rancho Catalina Drive. • The first leg of the proposed one-way extension of Mountainside Avenue would travel directly west from the existing terminus approximately 540 feet along an existing power line. A 90 degree turn will be required here. The plat map for Rancho Catalina Lots 1 — 106 indicates a utility easement along this route of 15 feet, but the proposed alignment will not utilize this easement. Instead, 30 feet of right-of-way must be obtained on the parcel to the south owned by the Sisters of the Immaculate Heart of Mary. • There is 30 foot of existing right-of-way along the western boundary of the same parcel owned by the Sisters of Immaculate Heart of Mary. This right-of-way will be used for the second leg of the proposed one-way extension of Mountainside Avenue. Another 90 degree turn will be required here,before a required roadway length of about 590 feet. • By examination of the existing topography, there appears to be several instances of watercourse crossings over the length of the proposed one-way extension of Mountainside Avenue. It is proposed to cross each one of these with a dip section/culvert combination. Mountainside Avenue—One Way Egress to Magee Road Page 2 Project Assessment Report R S Engineering,Inc. • A "pork chop" design will be required at the proposed Mountainside Avenue intersection with Magee Road. This will be for the purpose of discouraging traffic from Magee Road from traveling the wrong direction on the proposed Mountainside Avenue. This area will need to appropriately signed. SECTION D -PROPOSED IMPROVEMENTS The elements of the proposed improvements associated with the one-way extension of Mountainside Avenue are as follows: • Acquire the necessary right-of-way. • Grade and pave a 16 foot wide, at grade, roadway approximately 540 feet to the west beginning at the existing Mountainside Avenue terminus, and ending at the western boundary of the Immaculate Heart school property. The vertical alignment will follow existing ground as closely as possible. The design speed of the improvements will be 25 mph. This roadway section shall be per the typical section in Figure 2. • Grade and pave a 16 foot wide, at grade, roadway approximately 590 feet to the south beginning at the terminus of the previous section, and ending at Magee Road. The vertical alignment will follow existing ground as closely as possible. The design speed of the improvements will be 25 mph. This roadway section shall be per the typical section in Figure 2. • Provide a 4 foot wide concrete sidewalk along the south side of the westbound section of the Mountainside Avenue extension, and also along the east side of the southbound section. • Provide culverts to handle the 10-year event and dip sections to handle the 100-year event at each watercourse crossing encountered along the proposed extension route. • Provide appropriate signing along the proposed route to comply with the local standards for a one-way residential street. • Provide a "pork chop" (curbed island) at the proposed intersection of Mountainside Avenue with Magee Road to prevent vehicles from traveling the wrong way on Mountainside Avenue. • Place pedestrian ramps at the corners of the proposed intersection with Magee Road. Mountainside Avenue—One Way Egress to Magee Road Page 3 Project Assessment Report R S Engineering, Inc. SECTION E - COST ESTIMATE 10° Preliminary Estimated Construction Cost Item Description Cost 1 NPDES $10,000.00 2 Clearing and Grubbing $25,000.00 3 Borrow $40,000.00 4 Aggregate Base (5") $7,250.00 5 Asphaltic Concrete (3") $11,970.00 6 Traffic Control $12,000.00 7 Mobilization $16,000.00 8 Structural Concrete & Reinforcing Steel $50,176.00 9 Pipe Culvert $2,925.00 10 Sidewalk $11,675.00 11 Header $28,080.00 12 Contingencies (25%) $53,770.00 Total Estimated Construction Cost $ 268,846.00 Mountainside Avenue—One Way Egress to Magee Road Page 4 Project Assessment Report R S Engineering, Inc. L-LJ Lu in 23 24 HARDY RD 24 /9 0 Q T2 - 25,30 --o il w � _,E ),... 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