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Item I2 BOARD OF COUNTY COMMISSIONERS AGENDA ITEM SUMMARY Meeting Date: October 17, 2014 Division: _ in Public Works/En g eering Bulk Item: Yes No x Department: Staff Contact Person/Phone#: Trish Smith 304-0412 AGENDA ITEM WORDING: Discussion and direction on the supplemental study of the Big Pine Academy School Zone/Crossing Analysis. ITEM BACKGROUND: In 2013, Monroe County retained URS Southern Corporation (URS), the county's traffic consultant, to evaluate the potential to add a new US 1 pedestrian crossing on Big Pine Key. URS recommended adding a crossing with a pedestrian refuge area (raised median) midway between the Big Pine Academy and Key Deer Boulevard to service students at the school and the nearby transit facilities. The BOCC discussed the item in March 2014, and after hearing public comment, requested a supplemental study with additional public input. The BOCC expressed concern that a raised median could impede access to adjacent businesses and suggested that an alternate location nearer to the school should be considered, based on public comments that they had received. The county and FDOT held a public workshop on Big Pine Key in May 2014. Workshop participants asked to move the proposed crossing closer to the school. The Chamber of Commerce asked for a treatment that could also benefit weekend flea market traffic. FDOT provided guidance on the supplemental scope and asked Monroe County to conduct the study through its local transportation planning agreement, JPA AQN-53. The supplemental study was initiated when school reconvened in mid-August 2014. Some of the unique issues that required consideration were high traffic volumes, origin/destination data for the student population, the rural setting of the school, insufficient "vehicle gaps" for pedestrians, the absence of a pedestrian refuge area in the median, flashing Key Deer beacons, and development restrictions that cap the school enrollment at 200 students. Monroe County and FDOT met to discuss the completed study on August 25, 2014, and participants agreed upon acceptable school zone treatments that will meet FDOT Design Standards. Out of eleven (11) potential options, four will meet the site-specific criteria for US 1 on Big Pine Key. The county's traffic consultant selected Option 8 (attached) as the preferred treatment for the Big Pine Academy. Option 8 includes pavement markings to indicate the presence of a school, pedestrian signage, installation of a crosswalk near the school, and installation of a Pedestrian Hybrid Beacon (PHB). The PHB is different than the yellow-only, Rectangular Rapid Flashing Beacon (RRFB) in Key Largo. The PHB treatment at the Big Pine Academy will remain dark until it is activated by the pedestrian. Then it will sequence through a flashing yellow light, a solid yellow light, a solid red light, and then a flashing red light as the pedestrian clears the crosswalk. Unlike the RRFB, the PHB does not require the installation of a raised median. Option 8 will also provide the additional benefit of serving pedestrians and bicyclists who cross US 1 to frequent the Big Pine Flea Market. FDOT has requested that any traffic signals that are installed as part of this project be added to the county's existing Traffic Signal Maintenance Agreement and managed by Monroe County. Upon approval by the BOCC, FDOT District 6 will forward the supplemental study to FDOT Traffic Operations in Tallahassee for approval. PREVIOUS RELEVANT BOCC ACTION: 3/14 -BOCC directed staff to ask FDOT to perform a supplemental pedestrian study on Big Pine Key. 6/13 -Approval of a Task Order in the amount of$15,983.76 for URS Corporation Southern to conduct a school zone analysis on US 1 adjacent to the Big Pine Academy. 12/12—Commissioner Neugent asked the FDOT to evaluate the feasibility of a school zone on US 1 near Big Pine Academy on Big Pine Key. CONTRACT/AGREEMENT CHANGES: N/A STAFF RECOMMENDATIONS: TOTAL COST: $0 INDIRECT COST: _BUDGETED: Yes No DIFFERENTIAL OF LOCAL PREFERENCE: COST TO COUNTY: SOURCE OF FUNDS: REVENUE PRODUCING: Yes No x AMOUNT PER MONTH Year APPROVED BY: County Atty x OMB/Purchasing Risk Management DOCUMENTATION: Included x Not Required DISPOSITION: AGENDA ITEM# w 8 P P * 0 -0 51 3 m—. @ "0 * -0 Ey --i * 0 • • 0 • La' • > o 0 =r (D =r w Co .0 CD W =r 23 CL Cff r-Dr W 0 =r cc -a T 0 > B a 0 cc a 0 -o p a M CL CD %< r- CL -", 0 0 M M CD M W 0 CD w < = o m w 3 a 3 c"D ---h 0 W g CD Cl a w a 3 w 0 ' m M su (D w w CL 3 CD C M CD CL 0 0 M M M C6 =r F = 0 CA cc m 5: m CL --I w a m E 5� w 0 w 6 a- m 0 CD a 0 W CD W W 3D M CD 0 m Fr' w :3 w FW* - -I. Crcr = * n Sr < CL =r w C'- '< 0 <3 CD cr m 3 C CD < < cn c* 9 o a w — o o cr cD co =. 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TRAFFIC CONTROL DEI ZONE AT A SCHOOL CROSSWALK 2 LANES-2 WAY AT A 5CHOOL CROSSWALK 2 LANES-2 WAY TRAFFIC WITHOUT A SPEED RE TRAFFIC (40 MPH OR LESS) (MIDBLOCK OR ON THRU (45 MPH OR GREATER) (MIDBLOCK OR ON THRU STREET STREET AT AN INTERSECTION) AT Ah INTERSECTION) dG-91de U'+f d6-911n Qy' 1-15 vv r-IS 54-5 Yu Vf16-9P FawH�f O 51-1 55-1 T 'DN61SW73 9 IOP N3HN4 53_1 F7P-30-06W100HW ©yy FTP-34-06 u 9NIH5'V'ld END N3HFN mama .LIWI� �D FTP-30-0 FTP-34-06 �� I SGriDtlL mSAY0033d5 I SGHOOLZONE ZONE �a-mDCH3S 700H0S - 11WI1 ylwl� NO 030d5 s � FTP-34-06 SAYO 033dS A IOe 6'Yellm.Skip IDOH T001405 ICOHOS IDr 6`Dbl.YeAaa + o m If No Passing Zones I o I 4 ~ Special Emphas+s fool FTP-36-06 ._ Crosswalk [0n '� .`". FTP-36-06 24't'lhit lB D3nCX1 1: IZ'iYhfre '� w. 5L_I s3Nld (/ \7 D316n n 10 9NI033d5 -- , 93NI3 � 10' NID33dS / �r ID V116-7 ,/+ !D' WI6-7 SPEEDING I WI6-7 r� 417, - 0 24" {Yhvte FINES 5I-1 lYhite t70liSLED 210 5perlal Emphasis1-Tp_36-ry6 SperiaP Empha� Gosswark Crossrvalk Y FTp-36-06 SCHOOL SCHOOL SONDp FTP-34-M 51-1 SPEED DAYS �' FTP-34-tl6 6 SPEEDIT 0A LIMIT �Nos Z LIMIT .;, SCHOOL SCHOOL3 6 SCHOOL 3NO7 I 00 FTP-3S-06 FTP-30-06 SPEED SPEED PAYS VOH..1S WHEN 0R 0 ITO ON3 FLASHING LIEED OV FTP-35-n6 FTp-30-06 WHEN FLASHINGEL a APPROACH [)!STANCE IN FEET SCHOOL 6055WALK 54-5 n Nldblaek rodsiraPks shell be a mrnrmNm of ln. SPEED MPH' A 6 57-1 See We Na.17346. 51-1 25.1 Less 200 Lon Min, 4 26 To 35 250 IDn tN�. AHEAD VI16-9P AHEAp W16-BP 36 T.45 30n 1tln 46 To 55 32S 12-9 LAST DESCAIPTIOM 2015 REVISION FDO SCHOOI.,. .SIGNS & 1 ARKIINGS 0I/01/12 W ,6r•--' DESIGN STANDARDS l 6, TRAFFIC CONTROL DEVICES FOR A REDUCED SPEED 7. 71RAFFIC CONTROL DEVICES FOR A REDUCED SPEED ZONE 8. TRAFFIC CONT ZONE AT A SCHOOL CROSSWALK WITH OVERHEAD A A SCHOOL CROSSWALK WITH OVERHEAD OR GROUND MIDBLOCK SCh FLASHING BEACON SPEED LIMIT SIGNS (4 LANES MOUNTED FLASHING BEACON SPEED LIMIT SIGNS (4 LANES UNDIVIDED-2 WAY TRAFFIC) (MIDBLOCK OR ON THRU D VIDED-2 WAY TRAFFIC) STREET AT AN INTERSECTION) Wr6-9P OV3Hd 1405-91, aV3HV FTP-32-06 'pu'16-9P CI'd3HF�' SI-t � y�ryWM�IA Wpw6�1NY�1' SrWf I��' SEND ENO CKOO SCHOOL ZONE 55-1 ZONE ONIHY3 TP-3J-OfiF : SJ_l N3 WAWIN FTp-34-06 DNiHM,l W51W 8 Hd �0 ® 8 E w 0o I 4NOZ 1004DS LWI1 033dS NH3" lIg83'ISp q A 2 o.Ha101s A Oa0 FT P 100HOS fN P-31-06 1O0,33Nd 51.1 104 FTP-98-O6 I�'. � I Y, � 51-1 GS7Of1pCJ saNr� w[6-r 3 © 3 12' NICT35d 100 6s 14 whRe W16-7 t0P ® I I white I Special'Emphasis elhlre 100' 24 2� YJhit e PEP.DLNG wh Y, I [10U9LELY 1 OPEDIWG FN WiE _______ DOIJOLOSperral Emphais t' I -/ FTP-38-O6 fob 9CHOGL ZONE SGHOOL 00 MPH OR FTP-32-O6 8 , WHEN FLASHING SPEED �(UMIT SCFK101 20NE ® 1J V 9NOZ 1OOH39 0o MPH FTP-JI-°6 Q N I WHEN FLASHING 3NDY ( S WHEN F7P-31-06 "IOflHO9 � FLASHING GN3 55-1 FTP-34-06 51_1 Sf-f APPROACH DISTANCE IN FEET 1Y16-9P "8 SPEED RPH A. a AHEAD w16-9p AH'EAD 25 or Less 2O17 100 Rin. ,NOTE-CONDITION 7! 26 TO 35 25O !OD Min. SCHOOL CROSSWALK where eng7neering//udgdment determines the overhead structure is not 36 70 45 3OO lOb N74dIdcF crosswa/Y shag be a mrnimum of 10. sultabfe or cannot be instaned due to site restrictions,55-1 with flashing See ruder No.17346, beacons on each side of the road may be substituted for the Overrhead structure. 46 To 55 325' 125 R LAST DESCRIPTION. 2015 REVIsrDN 77]FD ' SCHOOL SIGNS & MARKINGS 07107112Rl ^-- DE5 6N STANDARDS 9. TRAFFIC CONTROL DEVICES AT SCHOOL ENTRANCES 10. TRAFFI CONTROL DEVICES FOR A TYPICAL II, SCHOOL BUS STOP WITH LOW VOLUMES OF WALKING STUDENTS SCHOO ZONE FRONTING THE SCHOOL PROPERTY 51-1 55-I lv� 2,rX24' £N151711s I END N3HM SCHOOL W13-i "rP-30-06 FFP--35-06 00 ZONE 71 d7Y tl0° ma 00 limn I FTP-3d-06 ' 0o SAva I ly it 03 3 O'33d5 d8 OR 100Hs 100Hae '100N05 _ scrlgoL eus stop 30NIANN3 I A 100H�S School bone limns or unprotected activity °o as defined by total / I school board through / \ the local traffic \ 3PX3tP � ( engdneers. I FTP-33-06 / Nate: I The school bus stoV ahead sign b I I where a school bus,when stop m 1 w 1 is not vislbte for a distance a!✓ SPEEDING or C size of 30'r 301.It Is not Intel FINES I ( whenever a school bus stops tt Nate: a signs are Intended for use only DOUELEQ " o I limit the approach sight i istan Roll out school signs to relocate the stop to another FTP-3E-06 shall not be utilized to cantral traffic 1 through an established Schaal bane 1 1 3NOX I b 1 1 I i FTP-34-06 I 6 ECNaaL � J 5� � SCHUOL FTP-33-06 E301X30^ h-y °°° "m 53 1FTP-35-06 FTP-30-O6 VERTICAL CURVE 00 M.P.H. Yf13-I S5-1 Locattan of Schaal Speed Unit Sign when a reduced 24'12,C speed limit has been approved. 51-1 These signs are intended for use mllV at those few locations where the schoot ontrance is not evident to the motorist,and most be approved in advance of the responsible traffic en7inceriag out harvty. R A lAST © tlE5CR1PT1aN: ,201.5 REVISION ar FDO SCHOOL SIGNS & MARKINGS 07/0I/09 .rr--Y DE5 GN STANDARDS ei i V O-BOLT I ' I � Cdt�itary ylire 2 Signal Head Lock Nut 7."a BORs Fdr ACun�. Mounting Sign Wire Rnpe Champ Lock Not Cap Drill% O Hole CCatr.a,y W Flealble Conduit 41 4P Angle Connector w AIeg�4RngRr{TirR II �1r Li-BOLT Clamps I Wire Aope Clamp CABLE ENTRY DETAILy II Bolts For 1,TO Flasher Unit see Cable Ern,y Details En I a R 9 F REAR VIEW i auto Replacement Sholi No From The From. See Rounbng Derail y'II Aluminum AOurui Hedd Boils Win Nuts and be spaced pa baits shall t be-g^ sparedced 12,centers ma+. IF Signal Head fYeilorr Lens! Sign Panel--^—'" IP Signal Head (Yefe.Lens) Note Flashing beacon may be placed within dh begot,panel M! I See Cable J Entry Detail Optional Location Dy FlasNtng eeatnn w i z, a SIDE VIEW h d e �I Flasher unit and cabinet to be placed m' on the semen pole supporting oleri he a /lashersunt hot to o,erha embl or an service n pri g private The Property or sfd-afir. a s_ FRONT VIEW a LAST DESCRIPTfON: 2015 REVISION ur F"'"'�" SCHOOL S nGNS Pt .MARKINGS 07101114 W ��1J DESIGN STANDARDS SCHOOL SCHOOL SCHOOL ZONE SPEEIy DAYS SCHOOL LIMIT 00fM P'H at��-�.�� WHEN FLASHING ENTRANCE 0100-0100 FTP-3S-0b FTP-30-0b IT Signal Head FTP-33-06 irvilow Lensi FTP-31-o6 OVERHEAD STANDARD 'Flashing Beacon May Be Placed Withia Or Beim Panel s� 7 q 0 END PH SCHOOL ZONE I3-i 51-1 SPEED LIMIT ASSEMBLY FTP-32-06 SPEEDING 5 L SCHOOL FINES S D BIDS STOP DaUBL ED AHEAD Nolen Frp-36-06 1. Standard size signs shovid be used whenever possible. Minim.sizes 53-1 may be used only an ton volume,low speed(less than 35 mph)streets. 54-5 Special sizes should be used on ellpeesswar farilitles where special emphasis Is needed. T, The value of the actual school zone speed flout shall be determined by to: s the District Traffic Operations Enginoer m Cooperation with Iocal school E.risting ground mount school speed om superintendents.in no case shelf rt be less than the 15 mph ddon as set size beacon or two 6'min.In beacon; by law, maetlin9 the standard. However,replac.� speed Ifmit signs shall conform to the i 3. See Index Bo.17.355 for sign details, dispOyed shall be established by board 4. When Yluarescent yellow green background color is used,a systematic approach feacuringg one background color within a zone or area should k be used. The.mdlog of standard yellow and Iluorwscent Mallow green background within a zone should be avaided LasT o DESCRIPTION. 2015 MEV1s1(3M N FDOT� SCHOOL SIGNS & :MA.R INGS 07101109 .r►^- OES GN STANDARDS l 4iv t, iq,yr�irv�ao w�iFr,i NY !...... II,L. 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