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Backup Documents 06/22/2010 Item # 6Ahttp : / /www.collierappraiser.com - Print Map o NA L Page 1 of 1 3Rd �� -'�W� I`�oR�► � CA ' r a' N jo.Amb sT nr - �' J4'' d 6.Cp Ak,6 * *(Q A N W A &KMA46 -It TJ2.A(; ryry) c bridges � � d MAP LE Major roads Aomal9 nN t` Collier Count! 3 ?d srsw WidE S ' Rxa No dEf-P 4,4- � a -tI�RE� wA� slop TRAq:�e_ w(Ll i-hvj lotke -k 'A? http:// www. collierappraiser .comlwebmap /mapprint.aspx? title = bridges &orient= L,ANDSCAP1 &&paper= LET... 4/30/10 THANK YOU FOR ALLOWING ME THE OPPORTUNITY TO SPEAK ON BEHALF OF THE RESIDENTS ON 23RD ST SW WHO DO NOT WANT A BRIDGE OVER THE CANAL. First, • I have lived on 23rd st sw, north of the canal for over 25 years. • The residents chose this street to live on because it's a quiet peaceful dead end street. Not a through street like 25th st, 27th st, 29th st or 31 *t streets. We didn't chose to live on a Blvd., Pkwy, Hwy, or Road. • Commissioner Donna Fiala has a place in her home state; she goes there to get peaceful. • 23rd st sw is where we go to get peaceful. • Commissioner Jim Coletta lives on a quiet dead end street; he knows what I am talking about. Next, there are some common sense reasons why not to build a bridge over the 23 Id st canal, • 25th st sw is just one street west of 23rd st sw — others just tenths of a mile apart. • If those streets were not already through streets it would be more understanding. • 13th st sw now has a bridge — gives the FIRE /EMS quicker access to the south side of canal. • G G City and the Collier Blvd Fire Stations if called would use White Blvd. to access south area. • Installing a bridge over the canal is turning the 23rd st sw-White Blvd. into a busy intersection. • Three -way stop sign will make traffic back up during rush hour. (Likely more accidents) • Traffic mobility will be better without the 23rd st sw Canal Bridge, because the canal is like a natural calming device. • Traffic south of the canal on 23rd st sw flows as they make a left turn onto White Blvd and can access GGBIvd turning onto 25th st sw. There are also some economic reasons why not to build the bridge, • 23rd st sw, north of the canal is a narrow street. 18 feet wide, not wide enough for through traffic. • It has deep drainage ditches due to the widening of GGBIvd. • Road improvements will be needed as not only the street opened up to more car traffic, but the 18 wheeler trucks from American Farms, dump trucks, school buses, etc. • 1.6 million for the 23rd st sw Bridge. • Approx. 3 million for 23nd st sw road improvements. (Only ballpark figures) • Will need a permanent traffic light, not a temporary light at the 23rd st sw and GGBIvd intersection. (Another expense) • Can you justify the cost for just one more street leading to GGBIvd? • Must also consider money that has already been spent on previous work done to 23rd st sw north of the canal. (Ditches, culvert work & cement aprons). • White Blvd is to the residents on the south side of the canal like GGBIvd is to the residents on the north side of the canal — Main Exits. • They need White Blvd to be widened to four lanes or at least widened like 23rd st sw is on south side of the canal, which is a much wider roadway. • Now is not the time to be wasting money on an unnecessary bridge and road improvements. • The money should be used toward improving White Blvd. • The residents on the south side of the canal need a more southern exit, not another north exit leading them up to GGBIvd. (Not to be used by the residents on the north side of the canal). • Shortfalls in the budget are affecting police, firefighters, EMS and more. • Economy is in a slump, people loosing their jobs, and their homes to foreclosure. • The Bridge should not be built now, or in the future. It will become a shortcut if south opened up. • Residents already use 25th, 27th, 29th, and 31'4 streets to bypass school zone. Another area of concern and reasons why not to build a bridge over the 23rd street canal deals with Growth Management. This is what we have been told: • The 23rd st sw Bridge is being built over the canal because the County needs to replace the White Blvd Bridge and since the Growth Management Department identified the need of this bridge for better connectivity it made sense to utilize this new access in order to expedite the replacement of the Bridge at White Blvd. • It provides an alternate route to the Estates residents to what is today limited to CR 951. As a 2- lane undivided roadway the extension of 23rd st sw is not intended to be a major shipping or truck route, but to provide more accessibility to residents of the estates. • This is something the residents on 23rd st sw, north of the canal don't understand. • Why must residents of 23`d st sw have their lives turned upside down just to make things easier for Growth Management plans? Again, 25"' st sw is just one street west of 23rd st sw. • What is the benefit of having this bridge over the canal on 23rd st other then another north access? • Is there another motive for the bridge other then needing it for the White Bridge replacement? Perhaps there are some solutions that will benefit everyone, • One, work on the White Bridge one lane at a time. • Residents on the south side of the canal have been dealing with one lane closures on the bridge further up White Blvd since June e, and as reported to me by friends and family who have been impacted by that bridge closing, it hasn't added much time at all to the overall commute time. • Residents closer to 1 e st sw will most likely use that street to exit to avoid the traffic jam on 23rd st sw. • Perhaps a temporary bridge next to the existing White Bridge. There is enough room to be done. • Also, Use of Accelerated Bridge Construction, Pre -cast concrete Bridge replacement, projects have been done in 46 hours with no impact on rush hour_ traffic. • A worse case scenario would be to install a temporary pontoon bridge over the 23rd st sw canal for car traffic only, no trucks, then have the White Bridge replaced as quickly as possible during the summer break. In Closing, • I have friends and relatives who live on the south side of the canal. Bringing all the traffic up from the south of the canal, north to GGBIvd is not solving anything. • It would impact both 23rd st sw and GGBIvd immensely. In fact with more growth south of the canal in the future, is more reason not to connect 23rd st sw with a bridge. • The 23rd st sw Bridge is not a needed bridge; it's only needed for the convenience for the replacement of the White Blvd. Bridge. • Golden Gate Estates is country living, not city living. • Installing bridges for better connectivity should be voted on by the residents of chosen streets. • Again, the residents on 23rd st sw chose to live on this quiet dead end street. We enjoy the fact that it is a quiet dead end street where kids are riding their bikes and skateboards, people are walking and jogging. To open the street up to become a through street will change our lives forever and take away our peacefulness, therefore the residents on 23rd st sw are asking the Board of County Commissioners, the Department of Community Affairs and the Collier County Planning Commission to please reconsider and not build the bridge. `A S tl z fD. r in fD Q' rn a A w ! O CD <7 O TQ n > O rL 0 O C p fD n' ew- LIM S J S o < fD, m CA :: f0 S� re O A 6 W d A o ti r ; as e»D 'rJ N 0 s � � w CA " o3 � A cm, q =Vnm'b eD M o A v ft o ecD y °o 3? 3 A by to CL it �'1� DJ J -0 (` \I (7 V fD `C aQ 13(1 n '• 7 n. m W 'p N N m eb fD ° m d A i A C A ti O U�0 D7 a 0 e a r A A 'Y z A Imo fD fD o � M � C � 1 LN �C 00 J CT O g, w w " %N (n CA ti z m A (Ma T z CL A N _ a 0 m I m m s m w fP. 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Collier County has determined that in order to re -build the bridge on White Blvd that is in deteriorating shape, they will need to divert traffic from White Blvd and provide a route for traffic coming from the south to be able to travel to CR 951 and other routes. a. The New White Blvd Bridge will only be re -built as a 2 -lane roadway. (Why not four lane bridge, considering that future needs of 4 lanes on White Blvd, it is in the MPO) b. Construction on the bridge(s) will take a year. (Why not use the PEES (Prefabricated Bridge Elements & Systems) From the Federal Highway Administration) bridge can be built in as little as 46 hours for $365.2K - see attachment "A ") c. Construction costs for the 23rd Street S.W. Bridge $1,500,000.00 dollars. (County Budget for 2011 is projected to be 12 million short ? ? ?) d. 2001 traffic counts for 23rd Street S.W. south of White Blvd daily average of 7,500. ( e. No current plans for improving the White Blvd and 23rd Street intersection in the current or next few years. Residents of 23rd STREET S.W. information on Bridge Project f. County will be directing traffic from other neighborhoods into another neighborhood with little or no regard for current conditions. g. Has the County surveyed /polled the residents /businesses that are located south of White Blvd to see what their needs or desires are? II. Collier County needs to build a new bridge to replace the present one on White over the canal. The current bridge is poor shape and in need of repair. a. Estimated costs for removing and new bridge $1.5 million b. Time line for removing then build new bridge and opened to traffic, 6 months CURRENT CONDITIONS OF 23RD ST S,W, NORTH OF CANAL AND SUGGESTED NEW BRIDGE III. Collier County is looking at building a bridge over the canal for 23rd Street S.W., thereby allowing traffic to go north on 23'd Street S.W. past White Blvd, over the canal and then to Golden Gate Blvd. It is being stated that the bridge will built with NO ROAD IMPROVEMENTS TO 23RD STREET S.W. a. The northern section of 23rd Street S.W. from the canal north to Golden Gate Blvd, is a narrow roadway lacking sidewalks, space for vehicles and large trucks to pass safely. Deep swat" and ditches line the roadway from the north end and getting progressively steeper as the roadway ends at the canal. L Roadway width at south end 18 feet 3 inches it. Roadway width at mid point 18 feet 5 inches iii. Roadway width at north end 19 feet 5 inches iv. Roadway just before intersection 20 feet 5 inches STANDARD ROADWAY WIDTH IS _A MINIMLIN 10 FOOT TRAFFIC LANE WITH A 20 FOOT TOTAL ROADWAY - MOST ROADWAY TODAY OR 24 FEET WIDE WITH 12 FOOT TRAFFIC LANES Residents of 23d STREET S.W. information on Bridge Project 23'd ST. s.w looking south present conditions � i a I 23rd st s.w looking south present conditions y.,.:: .. e:�o i4'i l b. 23rd Street S.W. has children ranging from grade school to high school who walk each morning to and from the bus stop at the on north end of road and the intersection at Golden Gate Blvd. c. Residents on 23r' Street S.W. walk the street daily for exercise, both morning and in the evening hours. d. Residents on 23' Street S.W. walk their dogs on a regular basis on the roadway. e. Residents on 23' Street S.W. ride bicycles on a regular basis on the roadway. f. The residents on 23rd Street S.W. have stated that they purchased on this street was a dead end roadway, no through traffic. g. building this bridge will forever change this neighborhood h. potential for increase in crime in this area Residents of 23d STREET S.W. information on Bridge Project Residents of 23'd Street S.W. would prefer the bridge not be built, but if this is the only solution that can be developed they must strongly object to the lack of roadway improvements and sidewalks. The failure to do these required road improvements will lead to the following safety and traffic issues: a) increase in traffic from less than 200 cars a day to over 10,00 cars a day. b) increase of traffic crashes due to below required traffic lane and roadway width. (18 feet instead of 24 feet a difference of 6 feet for safety) vehicles presently have difficulty passing safely; vehicles have smashed mirrors on mailboxes when passing other vehicles. c) potential traffic crashes involving pedestrians walking on the already narrow roadway, with increased traffic, no sidewalks or other areas for pedestrians to use safely. d) Current roadway has no area /space for sidewalks due to the road being used as drainage for water run off from Golden Gate Blvd to the canal. e) the current swales /ditches have extremely steep grades, narrow shoulders allowing no space presently for sidewalks or any paths. f) Collier County has not conducted recent traffic counts or speed study to determine the impact this bridge will have on the current and future traffic patterns. Residents of 23d STREET S.W. information on Bridge Project g) Collier County has not conducted a any of them following traffic studies for this project: a. traffic volume for 23rd Street S.W. and White Blvd. i. or for traffic on 161' Avenue S.W. b. Peak Hour Traffic counts for 23`d Street S.W. , White Blvd and 16"' Avenue S.W. c. Crash potentials on 23rd Street S.W. , White Blvd and 16' Avenue S.W. We do feel that 16'h Avenue S.W. traffic should be included in these traffic studies, as traffic from that area will affect this traffic pattern. We where advised that this area has over 1,500 housing units, a private golf course and several commercial operations that will add traffic, cars, trucks and semi trucks. It is our believe that this project needs proper planning, discussion, and review before we just go build a bridge because we can and need a way to move traffic. The residents south of White should also be include in these plans as any changes made will also affect their ability to go to and from their homes during the construction. SUGGESTIONS: I. As Collier County has stated that they presently do not have the funds to provide even the basic required traffic safety improvements for 23rd Street S.W., and the present state of the local economy does not appear to be improving the incoming revenues to the county coffers, it is suggested that the monies needed ( #1.5 million) to build the bridge over the canal linking 23rd Street S.W. be used to build a four lane bridge instead of the current designed 2 lane bridge. By building the bridge as a four lane instead of two would allow part of the new bridge (two lanes or one side) be built and then the old bridge be torn down and the other side (two lanes) be built. This we believe is a more cost effective method as you solve the solution of getting the traffic in and out, reduce costs, do not increase the risk of traffic crashes, vehicular and pedestrians. No additional costs to improve the current roadway or others with funds that are not presently available. Residents of 23`d STREET S.W. information on Bridge Project By building the four -lane bridge now when the time comes and the need for four lanes White Blvd this bridge will be already built at a lower cost. II. Consider the other options; a. Consider using the PBES (Prefabricated Bridge Elements & Systems) From the Federal Highway Administration) bridge can be built in as little as 46 hours for $365.2K (see attachment "A ". Collier County Budget projections for 2011 show 12% decline than last years 11% drop, due to falling property values. (See attachment "B ") b. Poll / survey residents and businesses located south of White Blvd, advise them of the present plans and is that what they want or feel is needed. c. Build a temporary bypass bridge on White blvd, while the new White Blvd Bridge is being built. d. Extend 16' Avenue S.W. to Cr 951 & GREEN BLVD. Residents of 23`d STREET S.W. information on Bridge Project If Collier County determines that the bridge connecting 23' Street S.W. from the south to the northern section of 23rd Street S.W. over the canal is the best option, it is our (residents/ taxpayers) hope that the needed roadway improvements be completed at the same time providing Collier County residents /taxpayers a safe motoring experience. Failure to do any necessary roadway improvements (roadway widening, sidewalks) to the north side of 23'" Street S.W. will lead to an increase risk to the Collier County Government and the taxpayers for allowing heavy traffic usage with unsafe traffic conditions to continuing to exist after being advised that the roadways do not currently meet basic traffic standards. AASHTO, (American Association of State Highway and Transportation Officials) 10 -foot lanes should be considered the minimum standard, 12 -foot lanes are the ( AASHTO) standard; reducing lane widths reduces safety; narrowing lane widths reduces the roadway capacity. Surely, given these so- called facts, no one would seriously suggest narrowing lanes. Road width, shoulder width, and shoulder type are largely determined by the functional classification of the road, sight distance, traffic flow and volume, level of service, design speed of the road, topographical factors, and curvature. What constitutes minimum or desirable width standards is presented in what is referred to as the American Association of State Highway and Transportation Officials ( AASHTO) "Green Book". While the AASHTO Green Book acknowledges that highways should be acceptable to non -users and in harmony with the environment, their primary concern is for the operational efficiency, safety and convenience of the motorist. Residents of 23d STREET S.W. information on Bridge Project PHOTOGRAPHS OF 23RD ST S.W. 23rd Street S.W. roadway width 18 feet 3 inches 23`d Street S.W. narrow road and s .p swales /ditches 23rd Street S.W. 19 feet 5 inches on north end near intersection Residents of 23d STREET S.W. information on Bridge Project 23rd Street S.W. lane width at intersection 10 feet 5 inches PHOTOGRAPHS Of 25T" ST S.W. NORHT OF WHITE BLVD Truck on 25h Street S.W. over lane line also a narrow roadway 19 feet 3 inches - but swales /ditches are flatter and closer to roadway level. Residents of 23 d STREET S.W. information on Bridge Project MURAM 23' Street S.W. (south of White Blvd) roadway 29 feet 7 inches 10 feet 8 inch traffic lane Residents of 23d STREET S.W. information on Bridge Project ATTACHMENT 0 A to Prior to the bridge closure, the contractor constructed a short detour to divert traffic for the weekend, and also drove 40 -ft deep steel H piles at the abutments in the stream banks just outside the existing roadway width. The precast concrete abutments, wingwalls, and superstructure units were fabricated at Plum Creek Products Company in Littleton and shipped to the site just before being installed. At 7 p.m. on a Friday in August 2002, the bridge was closed and traffic diverted to the detour. The existing timber bridge was demolished. Early Saturday morning, 44- ft wide precast abutments and 23 -ft long precast wingwalls with embedded steel plates were erected with a crane and welded to the steel H piles and to each other prior to placing flowable fill behind the abutments. On Saturday afternoon, the eight 38' -4" long, 5'-4" wide, and 1' -6" deep precast superstructure units were erected, including the edge units complete with precast railing. The units were then transversely post- tensioned and grouted. Work stopped at 11 p.m. on Saturday and resumed Sunday morning at 7 a.m. to complete the earthwork and asphalt overlay. The bridge was reopened to traffic at 5 p.m. on Sunday, 46 hours after closure of the existing bridge. Only 38 hours of construction work were required for the replacement. The bridge is expected to see a 75 -year service life due to the quality of its prefabricated components and the attention given to connection details. Page 5 of 56 3 The Colorado DOT awarded the construction contract to replace the deteriorated bridge with a conventional 3 -cell cast -in -place concrete box culvert. However, the contractor, Lawrence Construction Company, was concerned about the safety of his construction crews on this project because of the steep downward grade of the highway approach from the west in combination with the nearby curve of the detour around the bridge site. The contractor teamed with Wilson & Company, a local design firm, to submit a value engineering change proposal to build the single -span totally prefabricated bridge over a weekend to limit the onsite exposure time of his crew. Page 6 of 56 4 The Colorado DOT accepted the value engineering change proposal, with no change to the project funding. However, as part of the acceptance of the proposal, CDOT implemented a lane rental specification that imposed significant costs should the contractor exceed the allowed weekend closure. If the bridge wasn't opened by 6 a.m. on Monday, the contractor was required to pay a lane rental fee of $500 per hour or portion of an hour of lane closures on SH 86. The lane rental was based on road user costs to occupy SH 86. No incentives were included in the contract. Page 7 of 56 5 The engineer's estimate for this project was $ 394.2K. The low bid bid of $365.2K from Lawrence Construction Company was 7% or $29,000 less than the engineer's estimate. There was steep competition among contractors on this project. Twelve contractors bid on the project, and the 2nd lowest bid of $365.8K was just $644 higher than the awarded low bid. The 5 p.m. Sunday opening of the new bridge was 13 hours earlier than the required 6 a.m. Monday opening. No rush hours were impacted and, therefore, no lane rental fees were charged. Motorists who traveled home from work on Friday over the existing bridge and then to work Monday morning over the new bridge never experienced a construction delay or detour. The existing bridge was replaced with a totally prefabricated bridge in just 46 hours, and the contractor anticipates cutting the time in half on similar subsequent projects. In addition to huge savings in user costs and significantly improved safety, this bridge was also completed under budget. Page 8 of 56 6 ATTACHMENT 0 IB II na wS y s a . . F.:ac , c•. v: na{: w,: ,�, Collier's overall property value declined $9 billion or 12 percent in past year . , ' ''1d , NAPLES — Collier County's taxable property values declined by just more than 12 percent during 2009, a larger decline than last year's 11 percent, according to preliminary estimates released Thursday by the Collier County Property Appraiser's office. Kevin Lilly, director of tax roll compliance with the appraiser's office, said officials at the county's various government agencies were more expecting of the decrease this year. Taxable values dropped by almost $9 billion -- from nearly $70 billion in 2009 to an estimated $61.2 billion this year. The taxable values are used in place of final estimates, which will arrive July 1, in government agencies' drive to get their budgets put together for the next fiscal year. Between now and then, budget cuts and tax rates will be discussed, budgets will be drafted, and finalized plans will be approved by elected officials at each of the county's government agencies. Officials were hoping the figures would be better, given positive economic indicators during 2010, but as the values reflect 2009 activity, this wasn't the case, Lilly said. "I think some of the taxing authorities were kind of prepared for a worst -case scenario, and maybe we came in about what some of them were preparing for," Lilly said, noting that last year's decline was far less expected. Some of the largest declines occurred in taxing districts with the lowest total property value, according to the preliminary figures. Everglades City saw a 27 percent decline over last year, from $121 million to $87.9 million. The Big Corkscrew Fire Rescue District saw a nearly 33 percent decline. While Big Corkscrew saw a similar decline last year, of 32.6 percent, Everglades City saw only a 12 percent decline last year. Officials with either agency weren't available Ur 1%2= bn Ude Tom±. Countywide, the_ estimated value of taxable property went from $70 billion in 2009 to $61.2 billion. The value of new construction during the year was $640 million, down from $1 billion a year earlier. Marco Island saw a decline in its total property value of 11.8 percent, from $9.2 billion to $8.1 billion. Naples saw a decline of 8 percent, from $16.2 billion to $14.9 billion. "I had my mind set on 7 percent decrease in values, so 8.3 percent decrease is worse than I expected," said Ann Marie Ricardi, city of Naples finance director. "My dad always tells me to hope for the best, prepare for the worst and expect something in between. This is what I would consider 'something in between. "' Ken Wilkinson, Lee County's property appraiser, said he would release Lee's preliminary values Tuesday. He said he expected the decline to be in the "mid- teens," better than last year's 23 percent decline. Wilkinson said there was basically no new construction in 2009 "That's going to be a big reason why the overall percentage is still down," Wilkinson said. Other preliminary Collier County tax district value decreases included the East Naples Fire Rescue, which was down just over 15 percent, North Naples Fire Rescue, which was down 8.8 percent and Immokalee Fire Rescue, which was down just over 9 percent. © 2010 Scripps Newspaper Group — Online Jv. a wq cr C C' 00 4L e`D C• IQ Q ° rr tD % Q A Q o - G 0 es n' N ft CM y Y CCD fo w S G R c WD � } o A "n �i m c as ro 0 co 7'�zy Vr 'd cu S r y A O :'C :+ C m O dA„ 's7 R v m w m c+ c AVI �'t �ti (A R �y < o i rD \v yo r o �� �aRO k $ ww W fD m a' A N W in vNi C1 }y O w 00 O eD I� O N J Lo tz R IO W �^ yv 1� Zki v d A I e C Q K O m ROME >�a Oil rA C,r° o c R A A Z s r « Cry tiJ /� R� Y W u, N w w Co vA (� vi V\ U `' m s'm� r J 11 cQ v p w w Lr� O •i1 i a W a A 0 0 3 0 c A r! r r O m I ^w_\ V 0 N M1J 0o J N N N N tJ T o M C i' N or G m A rro ;v N N -% p a Ck) 0 � � y 4. n u �� fn 1+7 � b Z) O r CA LA J i z m y m m y m y m z m o m -o m m m m= m m y G a 9? 3$ n s 3 s C. 3� �iiw Lq J L �l Gt W N° N p 0 p^ 0� � 41 J tAl �w ae J N/�rsL C4� Q A a z n A Jtzl T i/ 7k 0 a Zl► rA Su r C `J cu un rJ � �C m •a m y m y m y m y m y m m y m y m m y m y m y m y a 3? 3 s 3 z 9? 3 z 6 y z ? 3 z m n s 3 s 3 z d r _ ki h r n o: A e 0 .t 3 O a A n g Elio M , y m y 3 7 IL m rN m y Im y i I V�7 _41 IJ CC, ne M �l 3 NA 41 M , y m y 3 7 M z 9 m m y Im y �lv C`t CC, ne M �l 3 NA 41 iy Y 1 G l f✓ /fJ 1 T� r , m y m D m y m y m y M I m y t'^ Jai I° n z m m N cm' c ry D T N a a a A -�i N C a A 6 0 i