Okaloosa County BOCC — April 7, 2015 — FDOT letter — reading text

(entennial FDOT 1915%2015 Florida Department of Transportation RICK SCOTT 1074 Highway 90 JIM BOXOLD GOVERNOR Chipley, FL 32428-2162 SECRETARY March 6, 2015 Mr. Elliot Kampert, Director Okaloosa County Department of Growth Management 402 Brookmeade Drive Crestview, Florida 32539 RE: Okaloosa County 15-01ESR Proposed Comprehensive Plan Amendment Dear Mr. Kampert: The Florida Department of Transportation (FDOT), District Three, has reviewed the proposed Comprehensive Plan Amendment for the Shoal River Ranch Phase I, transmitted under the Expedited State Review process (transmitted by the county on February 4, 2015) in accordance with the requirements of Florida Statutes (F.S.) Chapter 163. The Department offers Okaloosa County the following comments and recommendations for your consideration regarding the proposed amendment. CPA 15-01 (Map Amendment): The site that is the subject to this amendment is located on the south side of US 90 east of Crestview, Florida, consisting of 718 acres. The comprehensive plan amendment proposes to change the existing Future Land Use (FLU) designation from 718 acres of Okaloosa County Agricultural (AA) to 718 acres of Industrial (I-1). It should be noted that of the 718 acres, only 650 acres of upland area have been deemed developable. This figure was used to calculate gross floor area (GFA), only 25% of this area will be developed. According to the existing FLU designations the maximum development that can occur on the 650 acres of AA (F.A.R. of 0.1) is 65 dwelling units (/ DUs/10 Acres), or 2,831,400 non- residential commercial (Tractor Supply Store). These land uses would create 71 and 3,939 p.m. peak hour trips, respectively. According to the proposed FLU designation, the maximum development that can occur on the 650 acres of I-1 is, 2,600 dwelling units (4 DUs/Acre), or 7,078,500 square feet on Non-Residential (/ndustrial Park) which would result in 1,972 and 5,552 p.m. peak hour trips, respectively. As indicated in the following table, the proposed development could result in a net increase of 3,489 p.m. peak hour trips. www.dot.state.tl.us Okaloosa County 15-01ESR — FDOT Comments and Recommendations March 6, 2015 Page 2 of' 5 TRIP GENERATION AS PROPOSED IN CPA 15-01 TE. i S of Development Land Use / Propos Code e Development AA (Residential) 1 DU/Acre 210 650 65 DU’s 71 Existing G l Ahf e 0.10 810 650 28314 KSF | 3,964 Commercial) [-1 (Residential) 4 DUs/Acre 210 650 2,600 DUs 1,972 Proposed [-1 (Industrial Park) 0.75 FAR 130 650 7,078.5 KSF* 5:552 ["(‘h:u e i rips *The proposed development is based on 25% of the total Developable space As seen in the following tables, a planning level analysis was prepared to establish whether state roadways in the vicinity of the project will operate at their adopted level of service (LOS) standards. YEAR 2014 EXISTING ROADWAY CONDITIONS US 90 Fairchild Road to Walton County Line 6300 90 — e w8 12,027 506 11,400 867 US 90 18,500 1,055 Antioch Road to Fairchild Road 13,200 90 521 900 = 19,200 619 22,500 535 SR 85 Begin 2 Lane to Senterfitt Road HH0 23 o A8 s SR 85 Bethel/Airport Rd to Begin 2 Lane 4l el A4 e “h SR 85 26,500 . . 1243 Stillwell Ave to Bethel/Airport Road 23,500 W 521 1,102 L1Ja SR 85 35,000 Antioch Road to I-10 14.400 0 Sl 204 L SR 85 35,000 1,641 College Bivd. to Antioch Road * 14,400 2 Rl 675 L1 SR 123 SR 85 (South) to SR 85 (North) bt =0 3 wel Al s 22,871 10.5 53.8 1292 1292 Santa Rosa County Line to SR 85 3 ’ ! ¥ www.dot.state.fl.us Okaloosa County 15-01ESR — FDOT Comments and Recommendations March 6, 2015 Page 3 of 5 YEAR 2014 EXISTING ROADWAY COND K Factor (%) l AADT 1-10 SR 85 to Walton County Line Lt =l L Bas 62 SR 85° 26,500 1,243 US 90 to Stillwell Ave. 28,500 %l 2l 1336 L3 38,500 1,805 SR 85° 38,000 1,782 1-10 to US 90 43,000 2 Azl 2016 LB 43000 2016 US 90 Laird Road to Okaloosa County Line 400 " 93 =0 o US 90 . I 4,500 9.0 59.3 240 240 US 90 Hinote Road to SR 285 SRy e Sea 313 313 SR 285 o1 e 6,300 9.0 59.0 335 335 SR 285 B A o 4,500 9.0 59.0 240 240 =10 17,500 9.0 547 862 862 SR 285 to Okaloosa County Line ’ ) ! 10 19,156 105 533 1,072 1,072 US 331 to SR 285 . ‘ ' / . 10 18,856 105 55.6 1,101 1,101 Holmes Co. Line to US 331 % . H . 2 SR 85 26,500 1243 US 90 to Stillwell Ave. 28,500 <0 2. 1336 L3N 38,500 1305 SR 85 38,000 1782 1-10 to US 90 43,000 50 Bl 2,016 1905 43,000 2016 I Service Volume at the County Adopted LOS Standard. _FUTURE BUILD OUT ANALYSIS PM Peak H Direction C 90 Rural Fairchild Road to Walton County Line PoyEE & 2 0 229 2 $30 US 90 Antioch Road to Fairchild Road Trans./WB D 764 157 1,185 2,106 1,820 SR 85 Rural Begin 2 Lane to Senterfitt Rd Dev/NB B aa 1205 L L& 80 SR 85 Bethel Road/Airport Road to Begin2 | Trans./NB c 248 1,205 270 1,723 2.450 Lane SR 85 Stillwell Ave to Bethel Road/Airport | Trans./NB D 1,173 1,453 50 2,676 3,110 Road www.dot.state.fl.us Okaloosa County 15-01ESR — FDOT Comments and Recommendations March 6, 2015 Page 4 of 5 £l y 1 4\ Hour | Total Future I | Adopted LOS l HEPIIE PR Direction Committed | Peak Dircet PHT ‘\‘/l“l"fs?:ff/vm [ (vph) ri"lg)fi : 7 7 th) FlOwW SR 85 Stillwell Ave to Bethel Road/Airport | Trans./NB D 15E73 1,453 50 2,676 1,820 Road SR 85 AdficEh REad S 10 Trans./NB G 2,204 772 45 3,021 1,740 SR 85 Collége Blid fo. Anitioet Risad Trans./NB o 1,158 492 45 1,695 2,450 SR 123 SR 85 (South) to SR 85 (North) Trans./NB D 881 132 25 1,038 1,200 I-10 Rural Santa Rosa County Line to SR 85 UnDev/EB B 122 3 %0 1,382 o =i Trans./WB B 862 0 475 1337 2200 SR 85 to Walton County Line ’ ! z Old Bethel Road US 90 to SR 85 Trans. D 446 314 205 965 2,190 Airport Road SR 85 to SR 85 Trans. D 540 957 575 2,072 2,190 CR 4 (Antioch Road) ’ 5 PJ Adams to US 90 Urban D 637 196 275 1,108 2,190 US 90 Laird Road to Okaloosa County Line TR & 240 125 459 820 i US 90 SR 285 to Laird Road Trans./WB C 240 161 455 856 850 US 90 Hinote Road to SR 285 Trans./WB D 313 218 150 681 1,200 SR 285 Trans./NB 1-10 to US 90 [ 335 120 305 760 850 SR 285 Bob Sikes Road to I-10 Trans./NB ¢ 240 75 75 390 850 I-10 SR 285 to Okaloosa County Line Trans./WB C 862 40 475 1,377 2,880 s Trans./WB c 1072 200 200 1472 2,880 US 331 to SR 285 ’ ? 2 X e Trans./WB c 1,101 200 200 1,501 2,880 Holmes Co. Line to US 331 ) ’ J i SR 85 US 90 to Stillwell Ave. Trans./NB D 1,290 1,453 50 2793 1,460 SR 85 1-10 to US 90 Trans./NB D 1,905 1,453 175 3,533 1,460 1. Service Volume at the County Adopted LOS Standard. 2. Committed Trips obtained from managing Jurisdiction The following table outlines roadway segments that were found to be significantly adverse within the traffic study at future build out conditions. www.dot.state.fl.us Okaloosa County 15-01ESR — FDOT Comments and Recommendations March 6, 2015 Page 5 of § SIGNIFICANT AND ADVERSE ROADWAY SEGMENTS L . : UsS 90 Fairchild Road to Yes 850 Yes 26 Yes ¥ Walton County Line US 90 Antioch Road to Yes 1,820 Yes 55 Yes * Fairchild Road SR 85 Begin 2 Lane to No 850 Yes 26 Yes * Senterfitt Rd SR 85 Stillwell Ave to No Bethel/Airport Rd 1,820 * (45 miph Yes 55 Yes SR 85 £ Ariioch Road w110 il 1,740 Yes - e SR 85 US 90 to Stillwell No 1,460 Yes 44 Yes x Ave. SR 85 * 1-10 to US 90 No 1,460 Yes 44 Yes *Mitigation should be identified for each adversity based on the strategies identified in the traffic study: 1) Traffic Impact Fee 2) Proportionate Fair Share (PFSC) for Crestview Bypass 3) Potential Proportionate Fair Share (PFSC) for Jericho Road and I-10 Interchange We appreciate the opportunity to participate in this review process. The transportation review has revealed that several State road segments analyzed are projected to exceed capacity. FDOT recognizes that any significant impacts on State facilities and resources will be eliminated, _reduced, or mitigated through the mitigation strategies as outlined in the transportation study provided by the county (see above table). The FDOT respectfully requests to participate in the future transmittal of the Okaloosa Adopted Plan. If you have any questions regarding the aforementioned review, you may contact me at (850) 330-1530 or by e-mail at Virgie.Bowen@dot.state.fl.us. Sincerely, Uiraje Bower Virgie Bowen, AICP Planning Department (tle Ray Eubanks, FDEO Ray Kirkland, FDOT David Mulholland, GMB www.dot.state.fl.us