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Agenda 05/26/2015 Item #16A13 5/26/2015 16.A.13. EXECUTIVE SUMMARY Recommendation to adopt a resolution authorizing the condemnation of permanent and temporary easement interests necessary for the construction of roadway and related drainage and utility improvements at the intersection of Lake Trafford Road (CR 890) and North 19th Street in Immokalee. (Intersection Improvement Project No.60016.) Estimated fiscal impact: $66,100. OBJECTIVE: To acquire easements needed to construct improvements to the intersection of North 19th Street with Lake Trafford Road(CR 890). CONSIDERATIONS: North 19th Street is a two-lane roadway that intersects with Lake Trafford Road in an"off-set" manner. (See attached aerial photograph.) Vehicles on North 196 Street passing through the intersection must veer to the right as they cross Lake Trafford Road. In order to correct this condition, dedicated left turn lanes are being added on North 19th Street, both north and south of the intersection, while the through-lanes are being shifted slightly such that vehicles will no longer have to skew through the intersection. In addition to the turn lanes being added at the intersection, traffic signals will be suspended by strain poles, and the pavement will be marked with pedestrian cross-walks and managed by pedestrian signals on all corners. The Board of County Commissioners (Board)is herewith being advised of the various factors considered by its professional engineering staff and consultants, which include the environmental impacts, costs, public health, safety and welfare considerations, and the long-range planning needs and impacts. In this regard the Board is referred to the attached Right-of-Way Acquisition Justification prepared by Marlene Messam, P.E., Principal Project Manager, Growth Management Department. By its review, concurrence and approval of this Executive Summary, the back-up documentation, and the proposed resolution, the Board will have determined that the legal descriptions and the interest in real property specified on each legal description attached to the resolution represent the most feasible location and are necessary for the construction of the proposed improvements to the intersection of North 19th Street and Lake Trafford Road in Immokalee. In addition to the direct cost of the easements required for construction,the County is also required to pay severance damages and/or costs to mitigate damages to remaining properties ("cost-to-cure" expenses) caused as a result of the loss of the part taken to construct the Project, any business damages, all expenses for title work,real estate appraisals,and those expenses related to condemnation,when necessary, such as property owner attorney fees and expert witness fees according to Sections 73.091 and 73.092, F.S. To the extent settlements are achieved in lieu of litigation,these costs may be reduced significantly. FISCAL IMPACT: It is estimated that the total cost of the right-of-way which must be acquired for this project will be $66,100. A budget amendment is needed to use funds from Impact Fee District 5 (Fund 339) reserves and appropriate into Project No. 60016. Collier County Traffic Operations currently utilizes funding of approximately $600,000 annually to maintain 205 signalized intersections (an estimated $3,000 annual maintenance cost per intersection). Incremental maintenance costs ultimately related to the roadway and signal improvements will be minimal compared to the overall benefits of the project. The additional right-of-way acquisitions will add minimal acreage and will have minimal impact on the mowing and garbage removal maintenance. GROWTH MANAGEMENT IMPACT: As part of the County's proposed 5 year transportation work program, the Intersection Improvement Project No. 60016 is an integral part of Collier County's Growth Management Plan. Packet Page-468- 5/26/2015 16.A.13. LEGAL CONSIDERATIONS: This item has been approved as to form and legality and requires a fTh majority vote for Board approval. -HFAC RECOMMENDATION:That the Board of County Commissioners of Collier County: 1. Adopt the attached Condemnation Resolution; 2. Authorize its Chairman to execute same on behalf of the Board;and 3. Authorize any budget amendments that may be necessary to implement the collective will of the Board as evidenced by the adoption of the attached resolution and the approval of this Executive Summary. Prepared by: Robert Bosch,Asst.Manager,ROW Acquisitions—Transportation Engineering. Attachments: 1) Condemnation Resolution with Exhibit "A"; 2) Location Map; 3) Right-of-Way Acquisition Justification prepared by Marlene Messam, P.E.; and 4) Appraisal Reports, due to their size accessible at http://www.colliergov.net/ftp/AgendaApri 1 1415/AppraisalReports.pdf; ■Th Packet Page-469- 5/26/2015 16.A.13. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.13. Item Summary: Recommendation to adopt a resolution authorizing the condemnation of permanent and temporary easement interests necessary for the construction of roadway and related drainage and utility improvements at the intersection of Lake Trafford Road (CR 890) and North 19th Street in Immokalee. (Intersection Improvement Project No. 60016.) Estimated fiscal impact: $66,100. Meeting Date: 5/26/2015 Prepared By Name: BoschRobert Title: Right Of Way Coordinator, Transportation Engineering&Construction Management 12/5/2014 1:24:16 PM Approved By Name: PutaansuuGary Title: Project Manager, Principal, Transportation Road Maintenance Date: 4/30/2015 1:11:20 PM Name:NauthRookmin Title: Management/Budget Analyst, Capital Construction &Maintenance Budget/Fiscal Date: 4/30/2015 2:12:21 PM Name: HendricksKevin Title: Manager-Right of Way, Transportation Engineering&Construction Management Date: 5/1/2015 11:47:32 AM Name: LynchDiane Title: Supervisor-Operations,Road Maintenance Date: 5/1/2015 2:17:28 PM Name: AhmadJay Title: Division Director-Transportation Eng, Transportation Engineering&Construction Management Date: 5/1/2015 3:32:40 PM Name: KearnsAllison Packet Page-470- 5/26/2015 16.A.13. Title: Manager Financial &Operational Support, Capital Construction&Maintenance Budget/Fiscal Date: 5/6/2015 9:57:29 AM Name: ShueGene Title: Division Director-Operations Support, Growth Management Department Date: 5/6/2015 2:23:02 PM Name: GossardTravis Title: Division Director-Road Maintenance,Road Maintenance Date: 5/7/2015 1:24:44 PM Name: CasalanguidaNick Title: Deputy County Manager, County Managers Office Date: 5/11/2015 7:14:27 AM Name: AshtonHeidi Title: Managing Assistant County Attorney, CAO Land Use/Transportation Date: 5/12/2015 2:49:34 PM Name: KlatzkowJeff Title: County Attorney, Date: 5/13/2015 9:23:52 AM Name: UsherSusan Title: Management/Budget Analyst, Senior, Office of Management&Budget Date: 5/17/2015 3:57:37 PM Name: CasalanguidaNick Title: Deputy County Manager, County Managers Office Date: 5/18/2015 7:1 8:04 AM Packet Page -471- 5/26/2015 16.A.13. RESOLUTION NO. 2015- A RESOLUTION AUTHORIZING THE CONDEMNATION OF PERMANENT AND TEMPORARY EASEMENT INTERESTS NECESSARY FOR THE CONSTRUCTION OF ROADWAY AND RELATED DRAINAGE AND UTILITY IMPROVEMENTS AT THE INTERSECTION OF LAKE TRAFFORD ROAD (CR 890) AND NORTH 19TH STREET IN IMMOKALEE. (INTERSECTION IMPROVEMENT PROJECT NO. 60016.) WHEREAS,the construction of roadway and related drainage and utility improvements at the intersection of Lake Trafford Road(CR 890)and North 19t Street, Immokalee (Intersection Improvement Project No. 60016,hereinafter referred to as"the Project")is included in Collier County's Five Year Transportation Work Program; and WHEREAS,plans and specifications have been prepared for construction of the Project; and WHEREAS, construction of the proposed intersection improvements will require the acquisition of permanent and temporary easement interests; and WHEREAS, the location for the construction of the proposed improvements has been fixed by survey and is collectively represented by the legal descriptions comprising Exhibit "A", attached hereto and incorporated herein; and WHEREAS,after consideration of the availability of alternate routes and locations, the comparative costs of the Project alternatives,various impacts upon the environment, long range planning options, and public safety considerations,the Board desires to exercise its right to condemn property for public purposes. NOW,THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,FLORIDA,that it has been determined by the Board that it is necessary and in the public's best interest to acquire the permanent and temporary Packet Page -472- 5/26/2015 16.A.13. easement interests described in Exhibit"A"("the Property")for the purpose of constructing roadway and related drainage and utility improvements at the intersection of Lake Trafford Road (CR 890) and North 19th Street,Immokalee(Intersection Improvement Project No. 60016) in order to protect the health, safety and welfare of the citizens of Collier County. AND IT IS FURTHER RESOLVED that acquisition of the Property and construction of the Project upon the Property is an integral part of the County's long range planning effort, and is included in the Capital Improvement Element of the Collier County Growth Management Plan, as approved by the Florida Department of Economic Opportunity. AND IT IS FURTHER RESOLVED that the Board has reviewed the Right-of-Way Justification and considered the presentation concerning alternative locations for the Project, various impacts to the environment,public health, safety and welfare considerations associated with the design and construction of the Project, and the costs associated with the design, property rights acquisition, and construction of the Project; and the Board finds that after consideration of these issues,the most feasible location for construction of the proposed improvements is collectively represented by the legal descriptions comprising Exhibit "A", attached hereto and incorporated herein. AND IT IS FURTHER RESOLVED that the taking of the perpetual non-exclusive drainage and utility easements will provide the County with the right to place and/or excavate materials for the purpose of constructing, operating,and maintaining drainage structures including but not limited to ditches, swales,earthen berms,rip-rap and retaining wall systems, underground pipes, various types of water control structures and any and all manner of public and private utility facilities within the easement areas. These easements also include the right to remove and use any and all excavated material. -Page 2- Packet Page-473- 5/26/2015 16.A.13. AND IT IS FURTHER RESOLVED that the taking of the temporary construction easement will provide County with the right to place and/or excavate materials for the purpose of constructing roadway and related improvements, including but not limited to traffic signal and sidewalk improvements, drainage structures and any and all manner of public and private utility facilities in the public right-of-way immediately adjacent thereto. AND IT IS FURTHER RESOLVED that all property acquired pursuant to this Resolution shall be put to public purposes. AND IT IS FURTHER RESOLVED that the County Manager or his designee and the Office of the County Attorney are hereby authorized and directed to immediately acquire by gift, purchase or condemnation, in accordance with the provisions of Chapters 73, 74 and 127,Florida Statutes, the Property more particularly described in Exhibit "A", attached hereto and incorporated herein. AND IT IS FURTHER RESOLVED that no mobile homes are located on the property sought to be acquired and therefore it will not be necessary to remove any mobile homes from the property to be acquired. This Resolution,adopted on this day of , 2015,after motion, second and majority vote. ATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E.BROCK, CLERK OF COLLIER COUNTY, FLORIDA By: Tim Nance, Chairman Approved as to form and legality: Assistant County Attorney -Page Packet Page -474- 5/26/2015 16.A.13. E/\, ,,✓, , rl PAGE 1 of 4 POINT OF CORNER COMMENCEMA EWI N SW TRACT I TRAFFORD PINE ESTATES SECTION ONE, P.B. 10, PG. 99 W E - I`, LAKE TRAFFORD ROAD . — gi t - S (STATE ROAD 850) 80' PUBLIC RIGHT OF WAY Ri S89'16'49'111 SOUTHERLY ROW 36.11' BASIS OF BEARINGS r I I LEGAL DESCRIPTION DRAINAGE MD UTILITY EASEMENT 1 PARCEL 101DUE 3 <„,......` „,......� �'.> A TRACT OR PARCEL OF LAND LYING IN SECTION 32, TOWNSHIP 46 r SOUTH, RANGE 29 EAST, COWER COUNTY. FLORIDA, BEING A PORTION OF THE LAND DESCRIBED IN OFFICIAL RECORDS BOOK °o 1272, PAGE 1912 OF THE PUBLIC RECORDS OF SAID COWER COUNTY, AND BEING FURTHER BOUNDED AND DESCRIBED AS N 13- o FOLLOWS; I y o COMMENCING AT THE SOUTHWEST CORNER OF TRACT A, TRAFFORD PINE ESTATES SECTION ONE, AS PER THE PLAT RECORDED IN PLAT ? BOOK 10, PAGE 99 OF SAID PUBLIC RECORDS; I Vj m ,+ N T FNC.F c.00'43'11 E., FOR 80.00 FEET TO A POINT ON THE o�N u SOUTHERLY RIGHT OF WAY UNE OF LAKE TRAFFORD ROAD (STATE *ti rn ROAD 850 — 80 FOOT WIDE); - I THENCE ALONG SAID SOUTHERLY RIGHT OF WAY UNE S.871 6'49'W., FOR 36.11 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY 1 UNE OF NORTH 19TH STREET (60 I-Lt.( WIDE); N89'�6'49'E i THENCE ALONG SAID EASTERLY RIGHT OF WAY UNE S.01'07'16'1., 7.45' I FOR 243.46 FEET TO THE POINT OF BEGINNING OF THE HEREIN r DESCRIBED PARCEL: THENCE N.89'16'49'1., FOR 7.45 FEET; THENCE 5.02'19'44'W., FOR 123.78 FEET TO A POINT ON THE POINT OF AFORESAID EASTERLY RIGHT OF WAY UNE; BEGINNING THENCE ALONG SAID EASTERLY RIGHT OF WAY UNE N.O1'07'1611., 1 FOR 123.59 FEET TO THE POINT OF BEGINNING OF THE PARCEL i PARCEL Z DESCRIBED HERON; 'PARCEL °– i ` 5/26/2015 16.A.13. EX111Di I n PAGE 2 of 4 I 1----- --POINT OF COMMENCEMENT N SW CORNER TRACT A TRAFFORD PINE ESTATES SECTION ONE, P.B. 10, PG. 99 W E 0 LAKE TRAFFORD ROAD co 4 KE _ _ (STATE ROAD 85rt g $ 80' PUBUC RIGHT OF WAY S89'16'49.W SOUTHERLY ROW 2611' m BASIS OF BEARINGS NS 15'49`E DRAINAGE NON� 10.00' LEGAL DESCRIPTION AND UTILITY EMBII NT PARCEL 102DUE 4.• A TRACT OR PARCEL OF LAND LYING IN SECTION 32, TOWNSHIP 46 POINT CF SOUTH, RANGE 29 EAST, COWER COUNTY, FLORIDA, BEING BEGINNIIIG DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHWEST CORNER OF TRACT A, TRAFFORD o • PINE ESTATES SECTION ONE, AS PER THE PLAT RECORDED IN PLAT N -Z BOOK 10, PAGE 99 OF SAID PUBLIC RECORDS; 2 m'" THENCE S.00'43'11 T., FOR 80.00 I-ELI TO A POINT ON THE 0 n y SOUTHERLY RIGHT OF WAY LINE OF LAKE TRAFFORD ROAD (STATE r ►� ROAD 850 - 80 FOOT WIDE): z 0 r 0 vi THENCE ALONG SAID SOUTHERLY RIGHT OF WAY UNE S.89'16'49'W., m o a FOR 26.11 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; P Dly 0 rn 9 a og .emu. THENCE S.01'07'16"E., FOR 201.10 FEET; -< of N e n w° THENCE S.02'19'44'W., FOR 42.42 FEET TO A POINT ON THE I -. ° o"o o SOUTH LINE OF THE PARENT TRACT; O o �' .c....' THENCE ALONG SAID SOUTH UNE S.89'16'49'W., FOR 7.45 FEET o N> > TO A POINT ON THE EASTERLY RIGHT OF WAY UNE OF NORTH u oo m 0.13-^" 19TH STREET (60 FEET WIDE); v o THENCE ALONG SAID EASTERLY RIGHT OF WAY UNE N.01'07'16"W., u ° u FOR 243.46 FEET TO A POINT ON NE AFORESAID SOUTHERLY o m o RIGHT OF WAY UNE; °0 F m m THENCE ALONG SAID SOUTHERLY RIGHT OF WAY UNE N.89-16'49T.,PARCEL 0 -N FOR 10.00 FEE{ TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN; 102DUE 2,381 S.F. CONTAINING 2,381 SQUARE FEET OR 0.05 ACRES, MORE OR LESS. PARCEL NO. 00074560000 MR 99 CENTS INC. (Corrective Deed) SO2'19'44"W O.R. 4258, PG. 2000 ?-` .42.42' LEGEND I DUE= DRAINAGE AND UTILITY EASEMENT O.R.= OFFICIAL RECORDS BOOK P.B.= PLAT BOOK PG.= PAGE VS89'16'49'W ROW- RIGHT OF WAY I7.45' S.F.= SQUARE FEET TECM - ROW ,� 1 A. WARD, PLS �/ DATE SIGNED JAN 1 3 2014 NOT"VAUD WITHOUTT THE SIGNATURE AND RAISED SEAL OF LICENSED FLORIDA SURVEYOR AND MAPPER .o•.s>7.1eIS 4.79 AY K:\7ar7\1Sd0CLda00 w...rr OwIA u1.10~1 aw v K TM 000002 wwib++.famea.,r\r-y,••M^^0002 Of i•.wwy 6610 Wilma Park Dr.,SUite 200 LAKE TRAFFORD ROAD & 19TH STREET IMPROVEMENTS NapIea,FL 34109 SKETCH AND LEGAL DESCRIPTION Phone(239)597 D575 Far.(239)597-0576 PARCEL 102DUE DRAINAGE AND UTILITY EASEMENT ENGINEERING LB No.:6952 1 JOB NUMBER 1 30042 00 00 I REVISION ! SECTION f TOWNSHIP IP 9SE 1 SCALE 19/2/14 DRAWN DAM 1 0002 DE I 1 SHEET OF 1 Packet Page -476- 5/26/2015 16.A.13. E,. r.u I I ,, PAGE 3 of 4 ...._____lii 11- —POINT OF COMMENCEMENT N SW CORNER TRACT A TRAFFORD PINE ESTATES SECTION ONE, ' P.B. 10, PG, 99 s.W E in 0 0o R 0 LAKE TRAFFORD ROAD _ _ R w — S 80' (STATE BLIC RIGHT OROAD OF IWAY POINT OF m SOUTHERLY ROW BEGINNING N89'16'49"E BASIS OF BEARINGS LEGEND 13.89' DUE- DRAINAGE AND UTIUTY NE19'16'49"E EASEMENT 36.11' O.R.= OFFICIAL RECORDS BOOK _ P.B. = PLAT BOOK NO '07'1I 6"W 501"07'16"E ROW RIGHT OF WAY 1 00' 10.00' S.F.= SQUARE FEET 58916' 9'W 50.00' .,.. rn LEGAL DESCRIPTION T. PARCEL PARCEL 102TCE 0 13 102TCE A TRACT OR PARCEL OF LAND LYING IN SECTION 32, TOWNSHIP 46 z ®cp 500 S.F. SOUTH, RANGE 29 EAST, COWER COUNTY, FLORIDA, BEING C DESCRIBED AS FOLLOWS; z 0 r,, COMMENCING AT THE SOUTHWEST CORNER OF TRACT A, TRAFFORD N c o ei ,,r1 PINE ESTATES SECTION ONE, AS PER THE PLAT RECORDED IN PLAT o m n 0°o .°.,,r1 °. BOOK 10, PAGE 99 OF SAID PUBUC RECORDS; y z m-4 n g THENCE S.00'43'11"E., FOR 80.00 FEET TO A POINT ON THE { o 4.o c 9. SOUTHERLY RIGHT OF WAY UNE OF LAKE TRAFFORD ROAD (STATE o"7 ROAD 850 - 80 FOOT WIDE) AND THE POINT OF BEGINNING OF 0 m o a THE HEREIN DESCRIBED PARCEL; - C) �0,, 7:),T. THENCE ALONG SAID SOUTHERLY RIGHT OF WAY UNE N.89"16'49"E., �\ 0o=�" FOR 13.89 FEET; 0 0 o` m U THENCE S.01'07'16-E., FOR 10.00 FEET;0 THENCE S.89'16'491.1., FOR 50.00 FEET TO A POINT ON THE ■ EASTERLY RIGHT OF WAY UNE OF NORTH 19TH STREET (60 FEET I WIDE); THENCE ALONG SAD EASTERLY RIGHT OF WAY UNE N.01'07'16"W., FOR 10.00 FEET TO A POINT ON THE AFORESAID SOUTHERLY RIGHT OF WAY UNE; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY UNE N.89'16'49"E., FOR 36.11 FEET TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN; CONTAINING 500 SQUARE FEET OR 0.01 ACRES, MORE OR LESS. PARCEL NO. 00074560000 MR 99 CENTS INC. (Corrective deed) O.R. 4258, PG. 2000 TE- ' 1 RAR CQNSTRU 1 N EA ENT NUM ACM - RO `' 7/C W �• MICHAEL A. WARD, PLS DATE SIGNED JAN1 t/FLORIDA CERTIFICATE NO. 5301 a ZU''NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF LICENSED FLORIDA SURVEYOR AND MAPPER ...my 7,mre v w ee\wniaovaz0000 rr...ur p y.u.n..III ANN ha x MI aneeoo s•ns1e.+rv.cwrM.\ra.04100.00 0002 DIE 1.,014.0 LAKE TRAFFORD ROAD & 19TH STREET IMPROVEMENTS 6610 Wiow Park Dr.,Sure zoo Napes,FL 3.SuI SKETCH AND LEGAL DESCRIPT70N Phone(239)597-0575 PARCEL 102TCE Fax:(239)597-0578 TEMPORARY CONSTRUCTION EASEMENT ENGINEERING LB No.:6952 JOB NUMBER 130042.00 00 I R 000ON (SE32ON I TOWNSHIP IP I 29S 9/29/14 f SCALE 1 9/29/14 I DRAWN BY DAM I FILE 0002 DE I 1 S OFD 1 Packet Page -477- 1 5/26/2015 16.A.13. E/\I III-71 I !1 PAGE 4 of 4 , (Th . N W E s i F. LEGAL DESCRIPTION dialv40E AND UTL fTY EASEMENT 0 PARCEL 103DUE : ;.o a A TRACT OR PARCEL OF LAND LYING IN SECTION 32, TOWNSHIP 46 ' �' 0 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA, BEING A PORTION I D c OF THE LAND DESCRIBED IN OFFICIAL RECORDS BOOK 2493, PAGE 2779 OF THE PUBUC RECORDS OF SAID COWER COUNTY, AND BEING i 5. m C y I FURTHER BOUNDED AND DESCRIBED AS FOLLOWS; p � ° �� COMMENCING AT THE SOUTHWEST CORNER OF TRACT A. TRAFFORD Nm �_ PINE ESTATES SECTION ONE, AS PER THE PLAT RECORDED IN PLAT a N Z Vt.- I, BOOK 10. PAGE 99 OF SAID PUBLIC RECORDS; w;z 0 :^` ,0 0 m '' iO�j L=1 THENCE S.89'16'49"W., FOR 80.00 FEET TO A POINT ON THE z F$ :. Q >y NORTHERLY RIGHT OF WAY UNE OF LAKE TRAFFORD ROAD (STATE 2 ROAD 850 - 80 FOOT WIDE) BEING THE SOUTHEAST CORNER OF THE ^' m^� ..: IN PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 2493, PAGE 2779 OF p$ n:; SAID PUBUC RECORDS AND THE POINT OF BEGINNING OF THE HEREIN o xw DESCRIBED PARCEL; 0 ' r ;a: THENCE CONTINUING ALONG SAID NORTHERLY RIGHT OF WAY LINE ai ��' a S.89.16'49"W., FOR 10.OD FEET; THENCE N.00'42'4314., FOR 201.68 FEET: /....N, Of THENCE N.04'16'50"E., FOR 114.91 FEET TO A POIINT ON THE r' WESTERLY RIGHT OF WAY UNE OF NORTH 19TH STREET AS PER SAID + PLAT OF TRAFFORD PINES ESTATES SECTION ONE; THENCE ALONG SAID WESTERLY RIGHT OF WAY UNE S.00-42.43"E., FOR t `'^ 1 ` 316.15 I-w TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED ,. PARCEL I HEREIN; ai; : 103DUE G ..'" 2,589 S.F. CONTAINING 2,589 SQUARE FEET OR 0.06 ACRES, MORE OR LESS. 4 °TECM - ROW JAN 1 3 2014 I :3 POINT OF COMMENCEMENT LEGEND b. SW CORNER TRACT A DUE = DRAINAGE AND UTIUTY . , TRAFFORD PINE ESTATES EASEMENT x: SECTION ONE, O.R. = OFFICIAL RECORDS BOOK tr: P.B. 10, PG. 99 P.B.= PLAT BOOK -s: PG. - PAGE ROW - RIGHT OF WAY S89'16'49'Wi 589'16'49I"W 80.00' S.F. = SQUARE FEET NORTHERLY ROW 10.00' BASIS OF BEARINGS POINT GINN NG — LAKE TRAFFORD ROAD 1 BE (SEATS ROAD 860 MICHAEL A. WARD, PLS TE SIGNED I FLORIDA CERTIFICATE NO. 5301 80' PUBLIC RIGHT OF WAY NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF LICENSED FLORIDA SURVEYOR AND MAPPER os.r►1.2014 R1I.a,11e4e10%13004 ,,,,no.mr,DMA ur 11.41.0111•01 w,1 M I10:wont a.w.+\a+w E40~0A111012.00.00 OW 1EM A 6610 Wo Perk Dr.,Su 200 LAKE TRAFFORD ROAD & 19TH STREET IMPROVEMENTS N ow w P 34109 ite SKETCH AND LEGAL DESCRIPTION Phone(239)597-0575 Fax:(239)597-0578 PARCEL 103DUE DRAINAGE AND UTILITY EASEMENT ENGINEERING LB No.:6952 JOB NUMBER I REVISION I SECTION I TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 130042.00.00 00 32 46E J 295 l 9/29/14 DAM 0002 DE I 1 OF 1 Packet Page -478- 5/26/2015 16.A.13. LOCATION MAP LAKE TRAFFORD RD. / NORTH 19T" STREET PROJECT NO. 60016 40.�/�,, (Not to Scale) � t l -Vat G a'.{ ,/' �t w 4r� �' F r gal .,' ti: f �^a fJiMdT AYE ?"S� "6R,ff+ Y 5 TEMPORARY CONSTRUCTION EASEMEMENT rTh , 7,...,,,7'WW. <` "k,;-• „l.eft .. ti &UTILITY _ . . . ., ' ' , f;!;',t � DRAINAGE EASEMENTS �__ s 'hoir:•---714.* , -.•,,Ir`'.4b.,- r' • . i . ''''' ' ' ; ' ' :''. , '', l'': YY 1� i V`, 7s 'x N._» i _ r t''��`M`S.q� .:.*_`#.`? 1 + IT' + lE.:t �jty�t Packet Page -479- 5/26/2015 16.A.13. a Aat. re Co tier Cagoity Growth Management Department Transportation Engineering Division Right- of-Way Acquisition Justification for Lake Trafford Road (CR890) at N. 19th Street Intersection Improvements County Project No. 60016.13 Marlene Messam, P.E., SR PROJECT MANAGER 4/15/2015 Packet Page -480- 5/26/2015 16.A.13. Right-of-Way Acquisition Justification Lake Trafford Road (CR890) at N. 19th ST Intersection Improvements Contents BACKGROUND 3 EXISTING CONDITIONS 3 GOALS AND OBJECTIVES OF THE IMPROVEMENTS 4 1. ALTERNATIVES CONSIDERED 5 2. SAFETY OF THE TRAVELING PUBLIC 7 3. LONG RANGE PLANNING 7 4. ENVIRONMENTAL FACTORS 7 5. COST 7 Page 2 of 8 Packet Page-481- 5/26/2015 16.A.13. Right-of-Way Acquisition Justification Lake Trafford Road (CR890) at N. 19th ST Intersection Improvements BACKGROUND On June 26, 2012, the Collier County Board of County Commissioners (Board) granted a public petition and directed staff to prepare a traffic signal warrant study for the intersection of Lake Trafford Road and N. 19th Street intersection in the unincorporated town of Immokalee. This Traffic Signal Study Report was to investigate the operation and safety of the intersection and to determine if specific warrants identified within the Manual of Uniform Traffic Control Devices (MUTCD) are met. The Traffic Operations Section of the Growth Management Department performed 24-hour traffic volume counts during peak season on February 13, 2013 along each roadway approach to the intersection. After the data was analyzed, the results showed that the warrants for a traffic control signal were met. In addition, the study found that the skew along N. 19th Street did not meet standards, and the roadway needed to be realigned. The Traffic Signal Study Report was concluded on March 4, 2013. On April 9, 2013, under Item 16.A.14, the Traffic Signal Study Report was brought to the Board with a recommendation to accept its findings and to approve the programming of funds in the FY 2014 budget for intersection improvements and the installation of a traffic signal at Lake Trafford Road and N. 19th Street Intersection. The item received unanimous approval by the Board. EXISTING CONDITIONS This intersection is located in Section 32, Township 46 South, and Range 29 East, in Immokalee, Collier County, Florida. It is west of N. 15th Street (SR-29) and east of Carson Road. Lake Trafford Road is an east-west, two-lane, undivided roadway (posted speed of 35 mph) and is functionally classified as a collector roadway, providing access to area businesses and residents. N. 19th Street is a north-south, two-lane, undivided roadway (posted speed of 30 mph) functionally classified as a local street and provides access to residential areas in western Immokalee, north and south of Lake Trafford Road. Page 3 of 8 Packet Page -482- 5/26/2015 16.A.13. Right-of-Way Acquisition Justification Lake Trafford Road (CR890) at N. 19th ST Intersection Improvements 3 i �, '17dr 5 ¢`a# - z.:: ;Cr f " -- %:hc° _ - ,te, Study intersection ;.i y_, Y k p : tYq �• ,-,-� ° '_-‘ x ytr�` t - J �,w 1 i �� vY 2 ‘/' � 1R �' ' i ',i'-'.7 � Ct � 0+ k e t 3� '",-;1,,.42 i "' 't � „ ,y r P x • t(,t t..',L . '1, ` qK.' .� h ,l''..'%'......, S C 4;4 • ; y�Z T t YF.Ry s j a Wy i r /,g�. p�wM .wrest u w 64*, „ M ;. . ry ' t' y Lake Trafford Rd 4n �” i ! r; kt fR t r .a� ., ,...� ; ( ." i. Immokalce V�` y I'tI" n,:::; ..� "r 3 :4,.*:), U ' °, . 4 � ,:r4. 4 t Ike! C fllae Irani C9 T,� i. , is d + ,, , :1. .j ¢� Mti : P t �,, k i a . ;�+ ! a yw g1+�m�' ''l �"''71111-'pq�i,+,,l '"4 �y ap ski§y4.�g�y ,�q��crr ': • i e J �tr.e..r :'- .:, 4# Y} wKw ` Lrf T...4.--.....!y l{ t , s .1„'' yq..1 N t'. E ee ft- ,' ^` < "" -,;if.. w d." , '.' '.Sit 'f rp a 6" ' ,.",l._ Yt'8:5:P1^h'.i_. • T .. h.Ya:y,, .., .L A �. }. '11- �{ " ... . .wWY* ff ''7 fct ,t x' '}a J7'+' Figure 1: Project Location Map/Aerial �-. GOALS AND OBJECTIVES OF THE IMPROVEMENTS The Lake Trafford Road and N. 19th Street intersection capacity analysis and traffic signal warrant study identified operational and safety deficiencies. Therefore, based on the recommendations of the approved studies, the goal is to design, permit and construct improvements to the intersection that will correct these deficiencies. On December 2, 2013, RWA, Inc. was hired to provide professional engineering services to design and permit a set of construction plans and specifications to build a new traffic signal, and to add turn lanes and sidewalks at the intersection. Aspects of the design will include turning movement counts and data analysis to determine turn lane warrants (lane calls) for the intersection. The consultant will also determine what levels of transportation improvements are necessary to provide the highest level of service when the traffic signal is installed. The consultant will also identify temporary and permanent right-of-way easements that are necessary to construct the improvements. At the completion of the design phase, the objective is to prepare a bid and award a construction contract so that the improvements can be implemented, thereby enhancing the health, safety and welfare of the community. Page 4 of 8 Packet Page-483- 5/26/2015 16.A.13. Right-of-Way Acquisition Justification Lake Trafford Road (CR890) at N. 19th ST Intersection Improvements 1. ALTERNATIVES CONSIDERED There are a limited number of alternatives available to meet the objectives of the desired improvements. The alternatives considered and analyzed are described in the "Turn Lane Warrant Analysis" report dated 2/10/2014 (attached). The following two recommended alternatives are presented with some discussions of the advantages and disadvantages of each. 1.1. Lake Trafford Road (CR 890) Alternative: Based on the turn Lane Warrant Analysis, the recommendation for this alternative is to add separate eastbound and westbound left turn lanes; and, a separate eastbound right turn lane (existing westbound right turn lane to remain). The advantages of this recommendation are; this configuration addresses the intersection capacity needs. The analysis used the minimum queue and deceleration turn lane length as recommended by the Florida Department of Transportation (FDOT). The result shows excessive delays and queuing for the westbound and eastbound through movements. To provide relief for the through queues, the turn lane lengths were extended over the minimums recommended by FDOT standards. �-. 1.2. Shoulders provide an extra measure of safety for the roadway user and 2-feet was the preferred minimum width. In order to provide a 2-foot paved shoulder on each side of the roadway, the lane widths would have to be reduced to 11 feet for the through movements and 10 feet for the turn lanes. While these lane widths are permissible according to the FDOT MUMS standards, experience shows that 10-foot lane widths cause driver discomfort. Therefore, all lanes widths were designed for 11 feet, and the shoulder widths were reduced to 1 foot where necessary. 1.3. N. 19th Street Alternative: The existing south leg and north leg of N. 19th Street is offset by approximately 25 feet. This separation does not meet the minimum offset criteria established by the FDOT. One disadvantage of meeting the allowable offset for N. 19th Street required encroachment into the clear zone for the existing Lee County Electric Corporation (LCEC) poles. The existing LCEC pole at the northwest corner of the intersection will have to be relocated or the turning radius would be reduced below the 40 feet recommended for WB-40 vehicles. Due to the constraints of the roadway geometry, the right of way and utility impacts, and as this is a low through volume roadway, it is recommended that the northbound and southbound movements be combined as a through/right. Lane widths were made 11 feet for all movements and the shoulder widths are 2 feet. Page 5 of 8 Packet Page-484- 5/26/2015 16.A.13. Right-of-Way Acquisition Justification Lake Trafford Road (CR89O) at N. 19th ST Intersection Improvements 1.4. kL.....,..i ,„..,/lifie, 6%t„......_ WI'r.N4JTa D 0 e 0 CO� < °b 0 Q LARF Th MFO RD r.` EXISTING LAME w0/rf©Ns M jut., F A j* �\ ,4 TRAFfaRD RD 0 0 -V I4tr 7RAPAND RD a NECOI IMEMDED LANE CONDITIONS L. °!4 AND d*II g<(TIRED SEPARATE our Mrff W OWSrA4 7 AM 1.7W MOW M7 a% latiMelf fAA 217 21r,Yt/rtve mecterr, LAKE TRAPORO TRAFFIC CC 4WTS 11713 I aerr COZIER COMITY #3'orrr imp'A`AG1MMrrA)LM AR JIM PRE MAE til) TrehilcocH MINTY.. MVO ^S IIannlnu-cnoueerinu , ,E. aerosol.tea . RP TEXT Sri ~AR 7x c mI 1T3pJ xu rJH9r s�as4 anew-r sm i er F ,r»raei nivetA we reRcamt Piz / Page 6 of 8 Packet Page-485- 5/26/2015 16.A.13. Right-of-Way Acquisition Justification Lake Trafford Road (CR890) at N. 19th ST Intersection Improvements 2. SAFETY OF THE TRAVELING PUBLIC The intersection of Lake Trafford Road and N. 19th Street is the primary access point for a large residential development just to the north of the project area. The community of Immokalee is a farming community with a substantial number of residents who walk or ride bicycles as their principal mode of transportation. The traffic data and analysis show an increase in left turn and right turn volumes on Lake Trafford Road. Between2005 to2011, crash data shows that this intersection has experienced one or more right angle, left turn or pedestrian crashes for each of these years. These types of crashes can be corrected by a traffic control signal. Other safety enhancements proposed for this intersection include the elimination of the severe intersection skew for N. 19th Street. This allows traffic to flow more efficiently through the intersection. Sidewalk connectivity, curb-cut ramps and crosswalks are being added for improved pedestrian mobility. Combining these features will enhance the health, safety and welfare of the traveling public. 3. LONG RANGE PLANNING The goals and objectives of Long Range Transportation Planning (LRTP) are to improve the efficiency, operation and interconnectivity of the transportation system in Collier County. The benefits realized from effective planning include, but are not limited to, improved traffic flow and mobility, safer roadways and intersections. At the intersection of Lake Trafford Road and N. 19th Street, the proposed new traffic signal, turn lane additions, sidewalk connectivity and drainage improvements are consistent with the Metropolitan Planning Organizations LRTP for this community. 4. ENVIRONMENTAL FACTORS The proposed improvements will require minimal impact to the natural environment. The South Florida Water Management District (SFWMD) issued an Exemption Permit No. 11-03553- P for construction of improvements after reviewing the project design documents. To qualify for a permit exemption from SFWMD, the design must demonstrate that the improvements will not impact adjacent wetlands or other surface waters. 5. COST The current opinion of probable construction costs is $827,876.39 and is based upon current unit prices for recently completed projects. This estimate is 44.8% below the estimated cost that was presented to the Board on April 9, 2013, under Item 16.A.14.The funding for the Page 7 of 8 Packet Page-486- 5/26/2015 16.A.13. Right-of-Way Acquisition Justification Lake Trafford Road (CR890) at N. 19th ST Intersection Improvements construction will come from Transportation Gas Tax capital projects.The chosen alternative provided the most efficient design and the least right of way cost impacts. Page 8 of 8 Packet Page-487- 5/26/2015 16.A.13. r\ - Trebilcock planning•engineering Turn Lane Warrant Analysis Lake Trafford Rd (CR 890) and 19th Street North FINAL REPORT Collier County, FL 2/10/2014 Prepared for: Prepared by: Collier County Growth Mgmt. Division Trebilcock Consulting Solutions, PA Transportation Engineering 1205 Piper Boulevard, Suite 202 2885 South Horseshoe Drive Naples, FL 34110 Naples, FL 34104 Phone: (239) 566-9551 Email: ntrebilcock @trebilcock.biz Packet Page -488- 5/26/2015 16.A.13. Lake Trafford Rd and 19"'St N Turn Lane Warrant Analysis—February 2014 Statement of Certification I certify that this Traffic Analysis has been prepared by me or under my immediate supervision and that I have experience and training in the field of Traffic and Transportation Engineering. 6Ar 1/\\Q Norman J. Trebilcock, AICP, P.E. FL Registration No.47116 Trebilcock Consulting Solutions, PA 1205 Piper Boulevard, Suite 202 Naples, FL 34110 Company Cert. of Auth. No. 27796 2 Packet Page-489- 5/26/2015 16.A.13. Lake Trafford Rd and 19`h St N Turn Lane Warrant Analysis—February 2014 Table of Contents Page Project Description 4 Count Data 6 Turn Lane - Operational Analysis 8 Improvement Analysis 9 Appendix A: Existing and Proposed Intersection Layout Schematics 12 Appendix B: Traffic Count Data 14 Appendix C: Traffic Count Exhibits 24 Appendix D: HCS 2010 Printouts 27 3 Packet Page-490- 5/26/2015 16.A.13. Lake Trafford Rd and 19th St N Turn Lane Warrant Analysis—February 2014 Project Description The Collier County Traffic Operations Section conducted an engineering and traffic investigation study last year and concluded that a signal is warranted at the intersection of Lake Trafford Road (CR 890) at N 19th Street in the unincorporated town of Immokalee. This intersection is located west of N 15th Street (SR-29) and east of Carson Road. Lake Trafford Road is an east-west two-lane roadway (design speed of 45 mph) and is functionally classified as a collector roadway, providing access to area businesses and homes. Lake Trafford is at the west terminus of Lake Trafford Road and is a regional recreational lake, providing fishing and boating access. N 19th Street provides access to residential areas in western Immokalee, north and south of Lake Trafford Road. N 19th Street is a two-lane roadway (design speed of 35 mph) functionally classified as a local street. Refer to Figs. 1 and 2 - Project Location Map;Aerial, which follows and Appendix A- Existing Intersection Layout Schematic. � 7 3 n ^,.a- ��� ,max R Study Intersection r . c ` ' f' , wp`i 4 d p .A-.4 , i Yl.i. ills iy , ,„ ,t r# h / 1 :. ' � y 3 � } &p' c ?T t 1-‘.- ' 'w w :iq; r v-iic . ..t- _ • Y _ i 4" r `° °,`r. Lake 1'ralTord Rd , ` 'fi, v t> ww ws a , = r Y l'' m � x F y x F r+ � v t ;N „Lc I;auto d `", r . E4 1." r, ... 40,,,=P'r'''''t:' '.- "4)-;%-nZ‘`..:1: 1.,, . ,I,'-', 4.Q ' • '" � 1. 4. .1it . x D#' a: • x ,1 i l �:3.: aa.s.v w :i Figure 1: Project Location Map/Aerial •"'\ 4 Packet Page -491- 5/26/2015 16.A.13. Lake Trafford Rd and 19th St N Turn Lane Warrant Analysis—February 2014 »� i :ate•us r r' 4 ray } .{ .n ' -4,7';a { $ t Nom. »�--,_K fk " twe s .„�. .4.L ',_sa s. ,4.4 .ate ,, tea. 4kx Figure 2: Lake Trafford Rd/19th St N Intersection Aerial. Note offset of 19t^St N at intersection. Also,existing WB right turn lone is not depicted in aerial. r`:"9 w' ? ; 49� ' '4 i' i z 9 9. ' dr. F r Figure 3:View from 19th St Ne looking north at intersection with Lake Trafford Rd. Note east offset of 19th St north of Lake Trafford Rd. 5 Packet Page-492- 5/26/2015 16.A.13. Lake Trafford Rd and 19th St N Turn Lane Warrant Analysis—February 2014 r k "a11„ tw Vit.'''. '11111111V- A ii: ' '4:5:t., r . - 5_4 n52 4 * ., ' _ „, _ ,._.„-:-._, - --, _ . _ __,- _ F, _,,,_ , .. ___ _ ___ __ ___ .,..,_,__ __________ __ ____ ___ . . ....__ ..,___ _ ?__ _ _ ----- Figure 4: View East along Lake Trafford Rd toward intersection with 19th St N. Note WB right turn lane not in aerial view,but depicted in this photo. r—. Count Data Turning movement hand counts were conducted over a two day period during the AM (0700-0900 hrs) and PM (1600-1800 hrs) periods in December of 2013 to determine the existing turn lane warrants (lane calls) for the intersection. The raw hand counts were converted to peak season volumes using the 2012 FDOT Peak Season Count factor (PSCF) corresponding to the same week the counts were conducted in 2013. Accordingly, the FDOT table for SR82 & SR 29, N of 1-75 has a PSCF of 1.11 (Refer to Appendix C) which was used to convert raw hand count data to peak season values. Table 1 summarizes the peak hour counted volumes for the project, which are converted to peak season values. These values were used for the turn lane warrant analysis. The detailed results of the count data can be found in Appendix B and Appendix C. 6 Packet Page -493- 5/26/2015 16.A.13. Lake Trafford Rd and 19th St N Turn Lane Warrant Analysis—February 2014 a L =mei ____) B LAKE TRAFFORD RD Q 20- I < ® Or 0 LAKE TRAFFDRD RD EXISTING LANE y CONDITIONS Q Figure 5: Schematic of existing intersection lane conditions with corresponding turning movement numbers used in count data. Table 1 Intersection Peak Season Counted Values (Adjusted) — Avg Weekday Movement Movement Pk Season Count Period Direction Number Pk Hr Volume AM—PM EB Left 1 79 7.15 .-8.15 AM EB Right 6R 44 4.15—5.15 PM NB Left 7 _ 28 4.45-5.45 PM NB Right 4R 18 4.45—5.45 PM WB Left 5 18 4.15-5.15 PM WB Right 2R 21 7.00—8.00 AM SB Left , 3 32 4.30—5.30 PM SB Right 8R 60 4.30—5.30 PM Table Notes: Pk Season Pk Hr Volumes based on counts conducted 12/10/2013 - 12/11/2013 and adjusted for peak season using FDOT adjustment factor 7 Packet Page-494- 5/26/2015 16.A.13. Lake Trafford Rd and 1911 St N Turn Lane Warrant Analysis—February 2014 Turn Lane - OrpPrational Analysis The warranting volumes used were 20 vehicles per hour for a left turn lane and 40 vehicles per hour for a right turn lane, since both of these roadway are two lane undivided roads. Table 2 below summarizes the turn lane warrants based on the count data, with corresponding recommendations. A schematic of the recommended conditions is depicted in Figure 6. Table 2 Turn Lane Warrant Summary Turn Lane Movement Movement Pk Season Warranted `' Pk Hr Vol based on Remark/Recommendation Direction Number volume? EB Left 1 79 Yes Separate Left Recommended EB Right j 6R 44 Yes Separate Right Recommended NB Left 7 28 Yes Separate Left Recommended NB Right 4R 18 No Combined Thru — Right WB Left 5 18 No Marginal, so consider turn lane (separate Left) due to future traffic growth WB Right 2R 21 j Yes Existing to remain SB Left 3 32 Yes Separate Left Recommended SB Right 8R 60 Yes Separate Right should be considered, but possible combined thru/right due to row constraint and given low thru volume (26 vph) Table Notes: Pk Season Pk Hr Volumes based on counts conducted 12/10/2013 - 12/11/2013 and adjusted for peak season using FDOT adjustment factor. Turn lane warrant criteria = 20 vph for left turn lane and 40 vph for right turn lane. 8 Packet Page -495- 5/26/2015 16.A.13. Lake Trafford Rd and 19`h St N Turn Lane Warrant Analysis—February 2014 —)7\4*. T 0 LAKE TRAFFORD RD 0 U'1 �► © O LAKE TRAFFORD RD 4 RECOMMENDED LANE CONDITIONS `BR AND 8 TO BE CONSIDERED SEPARATE BUT WITH ROW CONS'TRAMIT AND LOW THIN/YOLUI CONSIDER CONB/NED TNRU/RIGHT Figure 6: Schematic of warranted and recommended intersection lane conditions. Separate left and right turn lanes on the Major Street(Lake Trafford Rd)and separate lefts for Minor Street(19th St N)with combined thru/rights. Improvement Analysis Based on the turn lane warrant recommendations the proposed turn lane improvement lengths are proposed for the intersection using FDOT Index 301 deceleration criteria and a recommended queue. The design speed for Lake Trafford Road is 45mph. Based on FDOT Index 301, the minimum turn lane length is 185 ft (which includes a 50 ft taper) plus required queue. The design speed for 19th Street North is 35mph. Based on FDOT Index 301, the minimum turn lane length is 145 ft (which includes a 50 ft taper) plus required queue. 9 Packet Page -496- 5/26/2015 16.A.13. Lake Trafford Rd and 19th St N Turn Lane Warrant Analysis—February 2014 The recommended queue for the project turn lanes is based on a minimum of 50 ft. (2 vehicles), or 2 minutes of the counted peak hour volume turning volume with a 1.5 growth factor (assume 25 ft./vehicle and round up values). The growth factor is based on an assumed 2%traffic growth for a 20 year period (rounded up). Based on the recommended queue and deceleration requirements, the project minimum turn lane lengths are illustrated in Table 3 below. Table 3 Turn Lane Length Summary Movement Pk Season Minimum Total Turn Lane Movement Direction Number Pk Hr Vol Queue(ft) Length (ft) EB Left 1 119 100 285 EB Right 6R 66 50 j 235 NB Left 7 42 50 195 WB Left 5 27 50 235 WB Right 2R 32 50 235 SB Left 3 48 50 195 Table Notes: Pk Season Pk Hr Volumes based on counts conducted 12/10-12/11/2013 and adjusted for peak season using FDOT adjustment factor. Queue is based on 2 minute storage, plus peak hour volume factored with 1.5 growth factor. A minimum 50 ft queue is recommended. The Lake Trafford Rd. and 19th St. N intersection capacity analyses were completed consistent with the methodologies identified in 2010 Highway Capacity Manual (HCM) using HCS 2010, Release 6.50 computer modeling software for opening year traffic. The HCS 2010 capacity analyses worksheets are included in Appendix D — HCS 2010 Printouts. Excessive delay and queuing may be expected for westbound and eastbound thru movements. The HCM procedures do not account for blockages in computation of delay — the assumption is that the through movement is unimpeded during the green phase of the through movement. 10 Packet Page -497- 5/26/2015 16.A.13. Lake Trafford Rd and 19`h St N Turn Lane Warrant Analysis—February 2014 As an option, turn lanes were extended to provide relief for thru queues. Refer to Table 4 below, for proposed turn lane lengths. Table 4 Turn Lane Length Summary—Thru Queue Adjustments Movement Direction Movement Pk Season Total Turn Lane Number Pk Hr Vol Length (ft) EB Left 1 119 285 EB Right 6R 66 235 NB Left 7 42 195 WB Left 5 27 400 WB Right 2R 32 235 SB Left 3 48 195 Table Notes: Pk Season Pk Hr Volumes based on counts conducted 12/10-12/11/2013 and adjusted for peak season using FDOT adjustment factor. 11 Packet Page -498- 5/26/2015 16.A.13. Lake Trafford Rd and 19`h St N Turn Lane Warrant Analysis—February 2014 Appendix A: Existing and Proposed Intersection Layout Schematics (1 Sheet) 12 Packet Page -499- 5/26/2015 16.A.13. 1 I, a ). 1. 1 b .....,,,22) If 0 ®8 LAKE 7RAEFORD RD ° 0-'4 iir---- z ° or 1 I < N. ° ° 6 4 LAKE TRAFFORD RD I -' 31 04e,e( - i C EXIST/NG LANE CONDITIONS a y a z � J K LAKE TRAFFORD RD O z°-a ---)1 ° oK— a _,... 0 0 LAKE TRAFFORD RD -......*..\\\ RI\ ?er,e1(, ---- s RECOMMENDED LANE CONDITIONS r 8R AND 8 TO BE CONSIDERED SEPARATE 4, BUT WITN ROW CONSTRAINT AND LOW TMQU VDLUM4 CONSIDER COMBINED TNRU/RIGHT PROECT LAKE TRAFORD TRAFFIC COUNTS 2013 CLIENT COLLIER COUNTY CERTTP/CATTON Of AUTHORLZATI7N No 77796 TITLf. LANE _ CONDITIONS 1% , � n''�®� COUNTY.- COLLIER ptannino-enaineerinp �, DECEMBER 2073 DWO# k. 7205 PIPER BLVD SLA'TF 202 NAPLES FL 31110 NORMAN TREBIL COCK Ph:(739)56-9151 fax:12391 566-9553 EXHIBIT.I SHEET 1 Of 1 ARP PEE 47116 !'sail-ntrrt corkklrebilcock.b,. ___ 13 Packet Page -500- 5/26/2015 16.A.13. Lake Trafford Rd and 19`h St N Turn Lane Warrant Analysis—February 2014 Appendix B: Traffic Count Data (9 Sheets) 14 Packet Page -501- 5/26/2015 16.A.13. Lake Trafford Rd and 19th St N Turn Lane Warrant Analysis—February 2014 0 ® sU' © LAKE TRAFFORD RD ---... Cr..f1(4 --- , 4. ti 4 12.M.t3 17.M.9 ts. TURING WNW I Novae-At5 780 Z15 730 745 movEmairs 16.00 1615 1630 1645 �\ 4R 1 2 2 0 5 7 2 3 3 6 14 47 3 1 3 6 1 6R 4 7 9 12 32 1 16 13 18 16 63 6R 6 5 16 9 54 BR 13 5 2 11 31 3 0 1 4 3 B B3 3 2 3 9 14 S 1 0 4 4 13 14 2R 1 2 3 6 5 0 3 2 2 7 MO 8:00 815 8:30 845 MOVEMENTS 1700 1715 1730 1745 4R 1 1 2 0 4 4R 3 2 5 0 10 7 2 1 1 1 5 BR1 11 1 13 4 10 18 52 6R 3 11 5 3 48 8 3 3 2 2 1 8 BR 21 7 9 18 2 k 2R 2 1 1 2 6 3 1 2 4 5 4 11 5 1 2 0 1 4 28 3 1 4 1 13 PROJECT LAKE TRAFORD TRAFFIC COUNTS 2013 WENT. COWER COUNTY CERTIFICATION OF AUTHORIZATION NA MN JOIE- NAND COUNT AM PM TURNING MOVEMENTS Trebiicock COLLIER planning enpineerinp AM, WINO&10fh 2013 MGR T20S PIPER B[!TL.S7dTE 201 MAPLES R 341N NOM AN 7REBKCOCA' N./1?➢/566-9531 Hai•1139/566-9553 EXIONT I SHEET N 0►'N MP PEI 47116 ~II nhe62cockOt e6Atorkkr 15 Packet Page -502- 5/26/2015 16.A.13. Lake Trafford Rd and 19`4 St N Turn Lane Warrant Analysis—February 2014 74e023J..30 50514 . 369 I 1205 374:9021»Mie 702 LMe Tt ea?l kdSt BOW. 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Lake Trafford Rd and 19th St N Turn Lane Warrant Analysis-February 2014 I h S3 Z ,.....,-/ 0 @N.,,...._ -------.........„, o. 1 ° I-® © LAKE TRAFFORD RD �® 0` ' � v % I SOUTHBOUND APPROACH AM PEAK HOUR= B::00 - 9:00/PEAK VOLUME= 62 PEAK HOUR FACTOR = 0.82 PM PEAK HOUR= 16.00 - 7700 /PEAK VOLUME_ 75 PEAK HOUR FACTOR = 0.82 PROJECT LAKE TRAFFORD TRAFFIC COUNTS 2013 war COLLIER COUNTY CORFU rl N Of AUTHORIZA 71ON Na.Inns MU SOUTHBOUND PEAK HOUR VOLUMES TrebiIcac6� r LE gianning•enuinnering OAT£ &£E9A4£R106h2013 OfrS# 1205 PIPER&VO SYOT£101 NAPLES FL 31110 NORMAN TR£B8£55 PA 12391 566-9551 fax(2391566-9553 £X1/ID/T I PUT 13 0f 76 AA'P Pfi 4101 e-wad ahebdcac*Oheb&or..bir .. _ _. ..., .. w-......v-Air 20 Packet Page -507- 5/26/2015 16.A.13. Lake Trafford Rd and 19th St N Turn Lane Warrant Analysis—February 2014 I 'mai a o ©.0 I <o ©r -© p LAKE TRAFFORD RD NB cn NCRTHHBOUND APPROACH AM PEAK HOUR= 700 - 8.-00/PEAK VOLUME= 24 PEAK HOUR FACTOR= 0.60 PM PEAK HOUR= 16:00 - 1700/PEAK VOLUME= 31 PEAK HOUR FACTOR= 0,86 PROJECT LAKE TRAFFORD TRAFFIC COUNTS 2013 CUEN7 COLLIER COUNTY CERTFCA T/0)Of AUTHOR?ATION No 27796 T77LE NORTHBOUND PEAK HOUR VOLUMES Trchilcack COUNTY. COLINR wanning•engineering DATE IXtETef!MM 2613 ONGl 1295 PPP 81 V0 5107E 202 NAPLES R 36770 NEWNAN TREMCOLX Pb:/2391 564-9557 Far/2391 566-9553 f 7R8/(/ 5137 9 OF 76 APT Pf/47116 4-4 O6 ntreb6rod4lreb6coA.b/r 21 Packet Page -508- 5/26/2015 16.A.13. Lake Trafford Rd and 19th St N Turn Lane Warrant Analysis-February 2014 — 1 • ....6. lJ© \\ • ©-il WB O ©� Ir© LAKE TRAFFORD RD ® O • ®,.- WESTBOUND APPROACH AM PEAK HOUR= 700 - 8.00/PEAK VOLUME= 317 PEAK HOUR FACTOR= 0.86 PM PEAK HOUR = 1700 - 78.00/PEAK VOLUME_ 745 PEAK HOUR FACTOR = 0.94 PNOXCI LAKE TRAFFORD TRAFFIC COUNTS 2013 I am COLLIER COUNTY CFRTHU LION OF AUTHORIZATION No 21996 TJTLE WESTBOUND Trebilcock COUNTY PEAK HOUR VOLUMES TOLLER planninp•enpineerinu OATS txtEN�cRmy 7073 ow�r 1105 PAT BL VO SUTF ZOI NAPLES LI 3411 NORMAN TRfBECOCK P/.Q311566-5551 Fu 123.9)566-9551 EVENT 1 S 27 5 OF 16 A•CP PEI 47116 o-oo6 nhebdror*P/rebdr *.bir 22 Packet Page-509- 5/26/2015 16.A.13. Lake Trafford Rd and 19`^St N Turn Lane Warrant Analysis—February 2014 I ® Lr\\ EB ' ©► © <p LAKE TRAFFORD RD EASTHBOUNO APPROACH AM PEAK HOUR= 790 - 990/PEAK VOLUME=513 PEAK HOUR FACTOR= 0.88 PM PEAK HOUR= 1700 - 18.00/PEAK VOLUME= 459 PEAK HOUR FACTOR= 0.96 PRO.EEZ LAKE TRAFFORD TRAFFIC COUNTS 2013 war COLLIER COUNTY CERTFRA7XW 0<A(?NOR£ZA7AONAb.77796 ArLE EASTBOUND PEAK HOUR VOLUMES `410 Trebilcock E .. OVER plaaninp•enpineerinp , DAM OEXIBER 2013 1705 PFtR HL ,VD SYHTE 207 NAPLES FL 31110 NORMAN rREBIONY Pit ON 5669557 Fir.17391 566-9553 EXNNT/ SNNE7 101 if ARP PEI 47Mf erved:Alreb[rorAdhebdrortbir 23 Packet Page-510- 5/26/2015 16.A.13. Lake Trafford Rd and 19`h St N Turn Lane Warrant Analysis-February 2014 Appendix C: Traffic Count Exhibits (2 Sheets) 24 Packet Page -511- 5/26/2015 16.A.13. Lake Trafford Rd and 19th St N Turn Lane Warrant Analysis-February 2014 1, _....,.__2 a SB 1 o ® 1k,,,.____ B LAKE TRAFFORD RD O O 10 W SB ■■ 0 CD LAKE TRAFFORD RD , -----'N e 0 A @(,- V NB CD ® @ 0 ®@ T O@ 0 00 _ P COUNTED EAK ITOUR 71 414 40 25 1 16 16 727 79 29 23 54 PEAK SEASON ADX/STE0 7.9 460 44 28 1 18 18 807 21 32 26 60 VOLUME/VP/R `PEAK MAIN VOLLOVE IS EXTRACTED FROM COUNT DATA CONDOM 17113 AND 1711 R ...MOT PEAK SEASON FACTOR Of III USED VIM/=VE/OCLE PER(VON PROAECT LAKE TRAFORD TRAFFIC COUNTS?013 ac71T COLLIER COUNTY CERTIFICATION Of AUTIVR/ZATAN/A(..77796 TITLE.. U' WARRANT ANALYSIS PEAK VOLUMES WPM)Trehilcock COUNTY. EOCLgR p tanning•engineering GATE- DEEE7tlER D913 OWOs 1205 APO BLVD SUITE 707 NAPLES fL 34110 NORMAN 1REBILCDCK Ph.1779/569331 far..12391 5a-R533 EXARDIT F SNOT 1 co-1 AKP PEA 47110 nook nhrbdrodrehvbdcod.bu 25 Packet Page-512- 5/26/2015 16.A.13. Lake Trafford Rd and 19th St N Turn Lane Warrant Analysis-February 2014 2012 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL ' CATEGORY: 0302 SR82 & 29, N OF I-75 MOCF: 0.88 WEEK DATES SF PSCF 1 01/01/2012 - 01/07/2012 0.98 1.11 2 01/08/2012 - 01/14/2012 0.96 1.09 3 01/15/2012 - 01/21/2012 0.94 1.07 * 4 01/22/2012 - 01/28/2012 0.92 1.04 * 5 01/29/2012 - 02/04/2012 0.90 1.02 * 6 02/05/2012 - 02/11/2012 0.88 1.00 * 7 02/12/2012 - 02/18/2012 0.87 0.99 * 8 02/19/2012 - 02/25/2012 0.86 0.98 * 9 02/26/2012 - 03/03/2012 0.86 0,98 *10 03/04/2012 - 03/10/2012 0.85 0.97 *11 03/11/2012 - 03/17/2012 0.85 0.97 *12 03/18/2012 - 03/24/2012 0.86 0.98 *13 03/25/2012 - 03/31/2012 0.88 1.00 *14 04/01/2012 - 04/07/2012 0.89 1.01 *15 04/08/2012 - 04/14/2012 0.91 1.03 *16 04/15/2012 - 04/21/2012 0.92 1.04 17 04/22/2012 - 04/28/2012 0.94 1.07 18 04/29/2012 - 05/05/2012 0.96 1.09 19 05/06/2012 - 05/12/2012 0.99 1.12 20 05/13/2012 - 05/19/2012 1.01 1.15 21 05/20/2012 - 05/26/2012 1.04 1.18 22 05/27/2012 - 06/02/2012 1.06 1.20 23 06/03/2012 - 06/09/2012 1.09 1.24 24 06/10/2012 - 06/16/2012 1.12 1.27 25 06/17/2012 - 06/23/2012 1.12 1.27 26 06/24/2012 - 06/30/2012 1.13 1.28 27 07/01/2012 - 07/07/2012 1.13 1.28 28 07/08/2012 - 07/14/2012 1.13 1.28 29 07/15/2012 - 07/21/2012 1.14 1.29 30 07/22/2012 - 07/28/2012 1.14 1.29 31 07/29/2012 - 08/04/2012 1.14 1.29 32 08/05/2012 - 08/11/2012 1.14 1.29 33 08/12/2012 - 08/18/2012 1.13 1.28 34 08/19/2012 - 08/25/2012 1.13 1.28 35 08/26/2012 - 09/01/2012 1.13 1.28 36 09/02/2012 ■ 09/08/2012 1.13 1.28 37 09/09/2012 - 09/15/2012 1.13 1.28 38 09/16/2012 - 09/22/2012 1.12 1.27 39 09/23/2012 - 09/29/2012 1.11 1.26 40 09/30/2012 - 10/06/2012 1.09 1.24 41 10/07/2012 - 10/13/2012 1.08 1.23 _ 42 10/14/2012 - 10/20/2012 1.07 1.21 43 10/21/2012 - 10/27/2012 1.05 1.19 44 10/28/2012 - 11/03/2012 1.03 1.17 45 11./04/2012 - 11/10/2012 1.01 1.15 46 11/11/2012 - 11/17/2012 0.99 1.12 47 11/18/2012 - 11/24/2012 0.98 1.11 48 11/25/2012 - 12/01/2012 0.98 1.11 49 12/02/2012 - 12/08/2012 0.98 1.11 50 12/09/2012 - 12/15/2012 0.98 1.11 4� 51 12/16/2012 - 12/22/2012 0.96 1.09 . 52 12/23/2012 - 12/29/2012 0.95 1.08 53 12/30/2012 - 12/31/2012 0.94 1.07 * PEAK SEASON 08-FEB-2013 12:28:38 830OPD (1,0,0,1] 1 0302 PKSEASON.TXT r 26 Packet Page -513- 5/26/2015 16.A.13. Lake Trafford Rd and 19th St N Turn Lane Warrant Analysis-February 2014 Appendix D: HCS 2010 Printouts (2 Sheets) 27 Packet Page -514- 5/26/2015 16.A.13. Lake Trafford Rd and 19th St N Turn Lane Warrant Analysis-February 2014 HCS 2010 Signalized Intersection Results Summary i General Information Intersection Information Wliswisif,i;'x. Agency 'TCS 1 Duration.h 10.25 �4 Analyst Analysis Date May 10.2013 Area Type Other ± , z,• r Jurisdiction Time Period PHF 0.92 Intersection 19th Street ,Analysis Year 2014 Analysis Period 11>4:00 z r r File Name Signal-Opening Year-Table 3-02-04-2014.xus '1 p Project Description Signal-Table 3 a1 Atinta. , Demand Information EB WB NB SB 4. Approach Movement , L T R L T R L T R L ' T R Demand(v),veh/h 119 460 66 27 1 807 32 42 1 27 48 26 90 Signal Information e t l'� 5 r W�ile l Cycle,s 130.0.Reference Phase 2 J r 6► r' Offset,s 0 Reference Point Begin l 1 a i Green 5.0 65.0 10.0 126.0 0.0 10.0 Uncoordinated No Simult.Gap ENV Off Yellow 4.0 14.0 4.0 4.0 10.0 10.0 0 0 .' ' , 'S iyy Force Mode Float Simuit.Gap N/S Off `Red ,2.0 2.0 12.0 12.0 10.0 1,.r a4„4th, 1. x, i..,I Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 1 6 5 2 7 1 4 3 8 Case Number 1.1 3.0 1.1 3.0 1.1 4.0 1.1 4.0 , Phase Duration,s 11.0 71.0 11.0 71.0 16.0 32.0 16.0 I 32.0 Change Period,(Y+R4,a 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Allow Headway(MAM),s 3.0 0.0 3.0 0.0 3.0 1 3.3 3.0 1( 3.2 Queue Clearance Time(gs),s 6.7 3.0 4.5 ( 4.0 J 4.8 10.7 Green Extension Time(ge),s 0.0 0.0 ' 0.0 0.0 0.0 0.0 0.0 1 0.2 i. Z Phase Call Probability 1.00 1.00 1.00 1.00 1.00 f 1.00 Max Out Probability 1.00 1.00 0.01 0.00 0.03 1 0.00 = Nb roach Group Results � � 1 Approach Movement Assigned Movement �� � Adjusted Flow Rate(v),veh/h 129 500 1 72 ', 29 877 35 46 30 52 126 s Adjusted Saturation Flow Rate(s),veh/h/ln 1774'1863 1 1579_ 1774 1863 1579 1774 1587 1774 1634 Queue Service Time(gs),s 1 4.7 , 23.8 1 3.1 1.0 1 57.9 1.5 ? 2.5 2.0 2.8 8.7 Cycle Queue Clearance Time(0,s 4.7 23.8 1 3.1 1.0 57.9 1.5 2.5 2.0 2.8 I 8.7 Green Ratio(g/C) 0.54 0.50 1 0.50 0.54 0.50 0.50 , 0.28 0.20 0.28 I 0.20 1 Capacity(c),veh/h 203 931 1 789 431 931 j 789 , 396 317 479 327 I Volume-to-Capacity Ratio(X) 0.637-0.537 0.091 0.068 0.942 0.044 0.1151 0.096 0.109 0.386 1 Available Capacity(ce),veh/h EZIEED1 113111 ®1111111111 E311 Back of Queue(Q),vehAn 195th percentile) IEEE 15.5 2.0 ;W 36.9 0.9ncommt 2.2 6.2 ' F' Queue Storage Ratio(RC()(95th percentile) nal 0.00 0.22 ini 0.00 111:111M1 0.00 imins3 0.00 Uniform Delay(d+),s/veh 30.7 22.2 1 17.0 16.7 30.7 16.6 35.3 42.4 ' 35.1 45.1 i' Incremental Delay(62),s/veh 5.0 2.2 ' 0.2 =. 0.0 18.4 1 0.1 0.0 0.0 0.0 1 0.3 1 Initial Queue Delay(d3),s/veh 0.0 0.0 0.0 , 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 I =' Control Delay(d),s/veh 35.7 24.4 1 17.3 '. 16.8 49.1 16.7 35.4 42.5 1 ` 35.1 45.4 Level of Service(LOS) D C l B B 0 B D E D D D Approach Delay,s/veh/LOS 25.8 1 C 46.9 1 D 38.2 1 D ; 42.4 1 D Intersection Delay,s/veh I LOS 38.3 0 s`; 1 Multimodal Results EB WB NB SB 1 Pedestrian LOS Score/LOS 2.3 B 2.3 B 2.5 B 2.5 B 1, 1 Bicycle LOS Score I LOS 1.6 A 2.0 B 0.6 A 0.8 A Copyright•-f.2014 University of Florida,AU Rights Reserved, HCS 2010"4 Sheets Version 0.50 venerated 2:4P41'a/4 r 29,65 Air; 28 Packet Page -515- 5/26/2015 16.A.13. Lake Trafford Rd and 19'St N Turn Lane Warrant Analysis-February 2014 HCS 2010 Signalized Intersection Results Summary General Information Intersection Information 44411441 xi"". .•t.t. Agency ITCS Duration,h 10.25 w c. s Analyst 1 Analysis Date 1May 10,2013 Area Type !Other 4 Jurisdiction 1 Time Period I PHF 1.0.92 '!° r•-(` 1 Intersection 119th Street Analysis Year 12014 Analysis Period i1>4:00 ; _ File Name :Signal-Opening Year-Table 4-02-04-2014.xus 7 1- i Project Description ;Signal-Table 4 't ` ; x Demand Information = ® WB 1111111/MMIll SB Approach Movement 0111211=3111111M11Q=1111118111111111 11111110111111131 Demand(✓),vehTh MEI 460 m1131111 lE11112:11110111111E11 " Signal Information � i 1'w e .„, , Cycle,s 1 130.0 1 Reference Phase 2 '� "s a �, .41 ',i-,!4 i( `- 1 Offset,s 0 Reference Point Begin 01 0� : H', 9 Green 6.0 67.0 9.0 �24.0 0.0 0.0 � ' Uncoordinated, No 1 Simult.Gap ENV _ Off Yellow 4.0 14.0 '4.0 4.0 0.0 10.0 I4 1 : Force Mode Float 1 Simult.Gap N/S Off F Red 12.0 12.0 -2.0 12.0 10.0 10.0 4c4.:14� * ,•' ' a Timer Results EBL EBT WBL WBT NBL NBT SBL SBT i;. Assigned Phase 1 6 5 2 7 4 3 8 3• Case Number 1.1 3.0 1.1 3.0 1.1 4.0 1.1 4.0 Phase Duration,s 12.0 73.0 12.0 73.0 15.0 30.0 15.0 30.0 1 Change Period,(Y+R‘),s 6.0 6.0 ;. 6.0 6.0 6.0 6.0 6.0 6.0 ., Max Allow Headway(MA/-f),s 3.0 0.0 3.0 0.0 3.0 3.3 3.0 3.2 t Queue Clearance Time(g6),s 6.5 3.0 4.6 4.1 4.9 10.9 Green Extension Time(ge),s 0.0 1 0.0 0.0 0.0 0.0 0.0 : 0.0 1 0.2 Phase Call Probability 1.00 1.00 1.00 1.00 1.00 1.00 Max Out Probability 1 1.00 ` 0.96 0.08 0.00 0.17 0.00 Movement Group Restlts EB WB NB SB Approach Movement L 1 T R L T 1 R L T 1 R L 1 T R Assigned Movement 1 6 16 5 2 I 12 7 4 1 14 ` 3 1 8 18 Adjusted Flow Rate(v),veh/h ` 129 500 72 29 877 35 46 30 i `i 52 1 126 Adjusted Saturation Flow Rate(s),veh/hAn 1774 1 1863 1579 1774 1863 i 1579 1774 1587 1 _ 1774 1 1634 Queue Service Time(gs).s 4.5 1 23.1 3.0 . 1.0 56.1 1.4 2.6 2.1 1 : 2.9 8.9 t Cycle Queue Clearance Time(gc),s 4.5 23.1 3.0 1.0 56.1 1.4 2.6 2.1 " 2.9 8.9 Green Ratio(g/C) 0.56 0.52 0.52 0.56 0.52 1 0.52 0.25 0.18 ' 0.25 0.18 (, Capacity(c),vehT 960 EnErs• 960 EIJ`'I] rrC•'M Volume-to-Capacity Ratio(X) 0.552 0.521 0.088'0.063 0.914 0.043 EMI 0.104'i 1 Available Capacity(ca),veh/h E 960 Eigizzi 960 =Lai 293 444 302 Mill Back of Queue(Q),vehAn(95th percentile) 3.6 15.0 1.9 0.6 34.8 0.9 2.0 1.4 1 2.2 6.3 i g Queue Storage Ratio(RQ)(95th percentile) 0.32 0.00 0.21 0.04 0.00 i 0.10 = 0.25 0.00 1 ' 0.29 0.00 Uniform Delay(di),s/veh 29.3 20.9 16.0 , 15.2 28.9 1 15.6 37.6 44.1 37.4 46.8 Incremental Delay(dz),s/veh 111111 : r r 0.1 11:3111111111111111111111111111111111111 Initial Queue Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 - 0.0 0.0 _ 0.0 0.0 Control Delay(d),s/veh ' 30.9 22.9 16.2 15.2 43.3 15.7 I 37.7 44.1 1 , 37.4 `' 47.2 ' r: Level of Service(LOS) C C B B D B D D ) D i D .` Approach Delay,s/veh/LOS 23.7 1 C 41.4 1 D 40.3 1 D • 44.3 i D Intersection Delay,s/veh/LOS _ 35.1 D Multi modal Results EB WE NE SB 1 I Pedestrian LOS Score/LOS 2.3 B 2.3 1 B 2.5 1 B - 2.5 B t 1 Bi cle LOS Score/LOS 1.6 A 2.0 B 0.6 1 A 0.8 A Copyright:::-e'1214 University e Florida,All Rights Reserved, HCS 2010`'Street:Version 6.60 Generated:21412014°24'5d AM E 29 Packet Page -516-