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HomeMy WebLinkAboutExhibit BCONTRACT PLANS COMPONENTS ROADWAY PLANS SIGNING 4ND PAVEMENT MARKING PLANS SIGNALIZATION PLANS LIGHTING PLANS A DETAILED INDEX APPEARS ON THE KEY SHEET OF EACH COMPONENT INDEX OF ROADWAY PLANS SHEET NO. SHEET DESCRIPTION 1 KEY SHEET 2 PROJECT CONTROL 3 TYPICAL SECTION 4 TYPICAL SECTION DETAILS 5 GENERAL NOTES 6 ROADWAY PLANS 7-8 SPECIAL DETAILS 9-17 TEMPORARY TRAFFIC CONTROL PLANS DEPA S TAl TE OF FL #RIIDA =ENT OF TRANSPORTATION ROAD WA Y PLANS FINANCIAL PROJECT ID 449361-1-52-01 (FEDERAL FUNDS) MIAMI-DADE COUNTY (87090) STATE ROAD NO. 25 NW 36 STREET FROM E OF NW 10 AVE TO W. OF NW 11 AVE PROJECT LOCATION: https://tinyurl.com/5fnhtw5u PROJECT LIMITS: BEGIN MP 18.120 - END MP 18.310 EXCEPTIONS: NONE BRIDGE LIMITS: NONE RAILROAD CROSSING: NONE GOVERNING STANDARD PLANS: Florida Department of Transportation, FY2023-24 Standard Plans for Road and Bridge Construction and applicable Interim Revisions (IRs). Standard Plans for Road Construction and associated !Rs are available at the following website: http://www.fdot.gov/design/standardplans APPLICABLE IRs: !R - - GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation, July 2024 Standard Specifications for Road and Bridge Construction at the following website: http://www.fdot.gov/proyrannnanagenrent/Implemented/SpecBooks THIS PROJECT TO BE LET TO CONTRACT WITH FINANCIAL PROJECT ID.. 447574-1-52-01 NEW FORT H/CIICY , PETERS -BURG LOCATION OE PROJECT KEY ITEST ROADWAY PLANS ENGINEER OF RECORD: ALEJANDRO URIBE, P.E. RE. LICENSE NUMBER 75596 GANNETT FLEMING, INC. 800 NW 62ND AVE, SUITE 490 MIAMI, FL 33126 (786) 459-7413 CONTRACT NO.: CAC52 VENDOR NO,: 25-1613591 FDOT PROJECT MANAGER: PAOLA MARTINEZ, P.E. CONSTRUCTION FISCAL SHEET CONTRACT NO. YEAR NO. T-6567 24 THE ELECTRONIC PROJECT CONTROL POINTS @ OF SURVEY STATE ROAD 25 / NW 36 STREET FROM STA. 63+60.23 OF SURVEY TO STA. 90+57.97 OF SURVEY TRAVERSING THRU SECTIONS 23, AND 26. TOWNSHIP 53 SOUTH, RANGE 41 EAST (NOT TO SCALE) BEGIN PROJECT SR 25 / NV/ 36 ST STA. 68+66. 22 END PROJECT BEGIN SURVEY w w SR 25 / NW 36 ST END D25 Y36 SR 25 / NV' 36 ST FM 449361-1-52-01 a ¢ vI SR /RNW ST STA. 78+48.30 y a FM 449361-1-52-01 /POT STA E3+E0.23 N 537335.21 E 974779.00 70 z TQ SURVEY SR 25/NVV 3G ST z `� + N053�4.,49705797 N.T.S. 80 90 A�E 916874.40 �Nlo2k� / CURVEDATA IN8740'13"E z z N87°40']3"E w Q •-. z z N87°40']3"E + '65-7 - z u z y z w PN103R■ 4.67 PI srA. 00+33'39 RL 6 �26" TIP s s L = 66.75 R = 400.00 PC STA. = 89+91.22 PT STA. = 90+57.97 HORIZONTAL AND VERTICAL CONTROL POINT NAME CO NORTHING (X) EASTING ELEVATION (Z) SCALE FACTOR LATITUDE LONGITUDE BASELINE STATION OFFSET DESCRIPTION PN100 537248.017 911335.716 11.39' 1.00001928 25'48'34.62442LX 8011327.74172"1/V 35+16.14 -35.87' Found FDOT Brass Disc Stamped "001-0P5 25-87-11 P5100" in Concrete P51010 537319.537 913078.379 10.85' 1.00002033 25'48'35.23070DV 80'1308.66891DV 52+79.97 -31.42' Set FDOT Brass Disc Stamped "0/I-0P5 25-87-22-PN101R" in Concrete PN102/2 537388.962 914816393 10.41' 1.00002138 25'48'35.81580DV 80'12'49.64706DV 69+9931 -27.79' Set FOOT Brass Disc Stamped "BIII-GP5 25-87-22-PN102R" in Concrete PN103/2 537384.100 916229.988 10.84' 1.00002220 25'48'35.68376"5 80`12'34.17986188 84+11.53 34.53' Set FDOT Brass Disc Stamped "8111-0P4 25-87-22-PN103R"in COPE.,H ` PN104 537448.563 916980.181 10.99' 1.00002264 25"48'36.27752GV 80`12'25.967031N 91+54.03 -35.1' Foss4 FOOT Brass Oise Stamped "BI=I-GPS 25-87-11-PN104" in Cn1sF17 LEGEND PROJECT CONTROL NOTES: NUMBER 1. BEARINGS AND COORDINATES AS 5H0\VN HEREON ARE EASED ON A BEARING s OF N 37°40'13" E ALONG THE BASELINE OF SURVEY FOR STATE ROAD 25 (NVV SELINL P.S.M.-- AL SURVEYOR 36t11 SLree Ll. SAID LINE ALSO BEING THE SOUTH LINE OF SECTION 23 AND NORTH OF SECTION 26, TOWNSHIP 53 SOUTH. RANGE 41 EAST. THIS BEARING o DEFLEC I ION A NCI , OF rI, ROE IS REFERENCED TO THE FLORIDA STATE PLANE COCRDINP.TE SYSTEM, FLORIDA EAD FL _ �INr - �F nURvnruRE EAST ZONE (0901), TRANSVERSE NIERCATOR PROJECTION. DATUM: NORTH P� - POINT Or INTERSECTION ANERICAN DATUM OF 1983 11990 ADJUSTMENT (NAD 63/90). D LV D. PK PARKER KAI ON NAZI �_ C:IIORD RE 2. COORDINATE VALUES AS EXPRESSED HEREIN ARE BASED ON THE STATE PLANE PLAZA RDEGREENI DEGREE eF CURVATURE _ COORDINATE SYSTEM OF THE EAST ZONE OF FLORIDA, NORTH AERICAN POT DINT UN TANG_NI DATUM OF 1983. 1996 ADJUSTMENT (NAD83/90). DRIVE ._ POINT OF REVERSE CURVATURE PAINT nF TANGENCY 3. ELEVATIONS A5 SHOWN ARE BASED ON THE NORTH ANIERICAN VERTICAL F.A.G. FLORIDA ADMINISTRATIVE CURVE RADII, DATUM OF 1900 (NAVDBB). CODE D. ROAD F.D.O.T U 4. THE BASELINES AS INDICATED REPRESENTS A "BEST FIT" APPROACH TO THE FI ORID�• D IIT - 51 TRANSPORTATION • Y POINT EXISTING CONDITIONS ALONG THE ALIGNMENT AREA 0UN0 KTATE ROAD 5 UNITS ARE IN US SURVEY FEET EN I IFICATION ST. T LICENSEDLE EI.SINESS TA 6. 0AVD 88 ELEVATIONS ARE BA5E0 ON DIFFERENTIAL LEVELING. UTILIZING AN 115/'FN TH uNITD STATE ELECTRONIC LEVEL AND CONDUCTED 1M1IITHIN ACCEPTABLE TOLERANCE FOR II RTN NC = /U. I,ITH THIRD ORDER LEVELING nI 11,..J.0. NORTI I APIERICANII REVISIONS U�4/BE, P.E. ALE) NO.:7 P.E. NO.: 5596 GANNETT FLEI'AING, INC. 800 NW 62ND AVE, SUITE 490 MIAM1, FL 3312E „s T.ATE, OF FP t750DA Tj,BF, 2TRf.R,'aT OF TRII ASPU 2TAT(P/IV ry�]p,/� l ,!� //ee ��yy ]]pp T /[-ROJE CT COO' TROL SHEET NO. GATE DESCRIPTION DATE DESCRIPTION ROAD NO. COUNTY FINANCIAL PROJECT ID 2 SR 25 M1AM1-DADS 449361-1-52-01 TRAFFIC DATA CURRENT YEAR = 2021 AADT = 20000 ESTIMATED OPENING YEAR = 2024 AADT = N/A ESTIMATED DESIGN YEAR = 2044 AADT = N/A K = 9'X. D = 54.325 T = 4.9'% (24 HOUR) DESIGN HOUR T = 4.9% DESIGN SPEED = 35 MPH CONTEXT CLASSIFICATION = C4 4/VV LINE 35.0' SURVEY 35.0' R/bil LINE RIGHT OF WAY STANDARD CLEARING & GRUBBING 19.0' 32.0' RIGHT OF WAY STANDARD CLEARING & GRUBBING 19.0' BORDER WIDTH 0' TO 17.0' SIDEWAL 0.02 MA) CONCRETE SIDEWALK PROPOSED CURB & GUTTER TYPE F 11.0' MILLING, OVERBUILD & RESURFACING 10.0' 21.0' TR.4V EL LANE y VARIES 0.015 TO 0.025 PAINTED MEDIAN rPGP TRAVEL LANE r VARIES 0.015 TO 0.025 / / / / / / / / / / / 7 / / / / / / 1/ / / / / / TYPICAL SECTION SR 25 / NW 36TH ST STA. 67+76.91 TO STA. 74+89.26 TRAVEL LANES BORDER WIDTH 70' TO 12.0' 5' TO 10-0' SOD 2.0' :8 TO 1:5 SIDEWALK 0.02 MAX MILL EXISTING ASPHALT PAVEMENT (1 '2") OVERBUILD TYPE SP STRUCTURAL COURSE (TRAFFIC C) (THICKNESS VARIES) FRICTION COURSE FC-12.5 (TRAFFIC C) (1 %") (PG 76-22) EXIST. STABILIZATION EXIST. BASE FRICTION COURSE //// /� / / / / / / / / _/ I_LJ LJ1L! TYPICAL FOR NEVV CURB PAD DETAIL CURB AND GUTTER N.T.S. CONSTRUCT 4" THICK CURB PAD WITH BASE MATERIAL CONCRETE SIDEWALK PROPOSED CURB & GUTTER TYPE F EXISTING BASE TO BE P.EMOI/ED PROPOSED CURB & GUTTER PROPOSED SOD AREA TO BE FILLED WITH EMBANKMENT EXISTING PSPHALT LAYER TO BE REMOVED EXISTING BASE TO REMAIN PROPOSED SIDEWALK EXISTING CURB & GUTTER TO BE REMOVED EXISTING STABILIZATION TO REMAIN TYPICAL PARKING LANE TO BULB OUT CONVERSION DETAIL N.T.S. REVISIONS DATE DESCRIPTION DATE DESCRIPTION ALEJANDRO URIBE, P.E. P.E. NO.: 75596 GANNETT FLEMING, INC. 80O NW 62ND AVE, SUITE 490 MIAM1, FL 311126 STATE OF FA O2.003 0.07Y. 2"711f.6.15T OF TRA7S PORT 1 TOOIV ROAD NO. COUNTY FINANCIAL PROJECT lD SR 25 MIAMI-DADE 449361-1-52-01 TYPICAL PICAL SECTfl dV SHEET NO. 3 OVERBUILD DETAILS LOCATION EXIST. SLOPE (%) PROPOSED SLOPE (%) MAX. DEPTH OF OVERBUILD (IN) WIDTH OF OVERBUILD (FT) AREA OF OVERBUILD (FT') STATION LANE 70+04.47 WB 2.8 EXIST. 0.0 71 0.0 WB LT 7.6 EXIST. 0.0 5 0.0 EB LT 1.4 EXIST. 0.0 5 0.0 EB 2.9 EXIST. 0.0 11 0.0 EB PARKING 5.2 EXIST. 0.0 6 0.0 70+34.40 WB 2.7 EXIST. 0.0 77 0.0 WB LT 1.4 EXIST. 0.0 5 0.0 EB LT 1.4 EXIST. 0.0 5 0.0 EB 2.7 EXIST. 0.0 11 0.0 EB PARKING 5.2 4.4 0.4 6 0.1 70+50.00 WB 2.8 2.2 0.5 11 0.3 WB LT 7.6 2.2 0.0 5 0.0 EB LT 1.4 1.8 0.0 5 0.0 EB 2.7 7.8 1.1 11 0.6 70+68.59 WB 2.7 1.8 1.3 11 0.7 WB LT 1.8 1.8 0.0 5 0.0 EB LT 7.4 75 0.0 5 0.0 EB 2.9 15 1.8 11 0.9 70+78.75 WB 2.7 15 1.9 11 1.0 WB LT 2.0 15 0.0 5 0.0 EB LT 1.4 1.7 0.0 5 0.0 EB 2.9 1.7 1.4 11 0.7 71+00.00 WB 2.9 7.9 7.3 77 0.7 WB LT 1.8 1.9 0.0 5 0.0 EB LT 1.4 1.9 0.0 5 0.0 EB 2.9 1.9 1.0 11 0.5 77+50.00 WB 3.0 2.4 0.4 77 0.2 WB LT 7.6 2.4 0.0 5 0.0 EB LT 1.4 2.3 0.0 5 0.0 EB 2.8 2.3 0.1 77 0.1 77+68.46 WB 3.0 EXIST. 0.0 11 0.0 WB LT 1.4 EXIST. 0.0 5 0.0 EB LT 1.4 EXIST. 0.0 5 0.0 EB 3.5 EXIST. 0.0 77 0.0 CONTROL POINT (MATCH EXISTING) TYPE 5P (TRAFFIC C) OVERBUILD PROPOSED CURB 6 GUTTER TYPE "F" EXISTING CURE & GUTTER TYPE "F" - I_ 11' SURVEY 10' 11' IVB HS LT I EB RT EB / I L---- L----- ` MILLED SURFACE OVERBUILD DETAIL SR 25/NVV 36 ST STA. 70+04.47 TO 71+68.46 N.T.S. TYPE 5P (TRAFFIC C) OVERBUILD - PROPOSED CURB & GUTTER TYPE "F" = - EXISTING CURB 5 GUTTER TYPE "F" EXISTING GRADE FC-12.5 (TRAFFIC C2(PG 76-22) (IL)') SEE TABLE FOR SLOPES REVISIONS DATE DESCRIPTION DATE DESCRIPTION ALEJANDRO URIBE, P.E. P.E. NO.: 75596 GANNETT FLEI'MING, INC. S00 NW 62ND AVE, SUITE 490 MIAM1, FL 33126 8'T.ATE OF FAOM.5554 DEEP. MT'IfS, T OF TRA6SPUMT,IT661112 ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 25 MIAMI-DADE 449361-1-52-01 TYPICAL SECTION DETAILS SHEET NO. 4 GENERAL NOTES 1. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 68). 2. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS: FRANK PARUAS, P.S.M. P.S.M. NO.: L56625 GPI GEOSPATIAL, INC. 3935 NW 35TH LN, DORAL, FL 33172 CERTIFICATE OF AUTHORIZATION: L86743 3. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh) ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED. 4 UTILITY AGENCY OWNERS: COMPANY CONTACT TELEPHONE NUMBERS AT&T TRANSMISSION/PEA INC. SWAGNER@PEA-INC.COM (407) 578-8000 COMCAST CABLE LOS_OLIVAS2@COMCAST.COM (954) 447-8405 RI CARDOA_DAV I DSON@COMCAST.COM CABLE-UTILITIES@CW SIFL.COM FDOT ITS THOMAS.MILLER@SUNGUIDE.INFO (305) 470-5757 x7352 FPL DISTRIBUTION EMMA.MCASKILL@FPL.COM (305) 569-4154 / (305) 298-2147 FPL TRANSMISSION JAMES.JOSEPH@FPL.COM (561) 904-3634 / (305) 301-5616 MIAMI-DADE COUNTY WATER & SEWER DEPT PATRICK.CHONG@MIAMIDADE.GOV (786) 552-4416 CROWN CASTLE DANNY.HASKETT@CROWNCASTLE.COM (786) 246-7327 TECO PEOPLE'S GAS ARROCHE@TECOENERGY.COM (954) 453-0811 AT&T DISTRIBUTION SL4504@ATT.COM (305) 390-6499 / (305) 341-0968 / (305) 607-8201 IF452R@ATT.COM 5. CONTACT THE CITY OF MIAMI RESILIENCY AND PUBLIC WORKS DEPARTMENT 3 WEEKS IN ADVANCE TO SCHEDULE RELOCATION OF EXISTING BUS STOP SHELTER AND INFRASTRUCTURE. CONTACT INFORMATION: COLLING WORTH CWorth@miamigov.com ALBERTO VASALLO ALBERTO.VASALLO@OUTFRONT.COM (305) 416-1725 (786) 295-8058 PAY ITEMS PAY ITEM 522-1: COST TO INCLUDE REPLACEMENT OF EXISTING DOWNSPOUT PIPE RUNNING UNDER THE SIDEWALK AT STATION 71+26, 24' LT. REVISIONS DATE DESCRIPTION DATE DESCRIPTION A LEJANDRO URINE, P.E. P.E. NO.: 75596 GANNETT FLEI'MING, INC. BOO NW 62ND AVE, SUITE 490 MIAMI, FL 33126 8 T.ATE OF FA ORLON DEP. R3114ENNT OF TRAAS'PURT,AT1UN ROAD NO. COUNTY FINANCIAL PROJECT lD 5R 25 MIAMI-DADE 449361-1-52-01 GENERAL NOTES SHEET NO. 5 +76.97 20.39' RT BEGIN CONSTRUCTION BEGIN MILLING & RESURFACING STA. 67+76.91 MP 18.10 BEGIN PROJECT STA. 68+66.22 MP 18.12 SR25/NW 35 ST +49.54 _5 s t3.U7- 20.36' RT. V 3 02' RT. -eT(D.-. 46 47.26' REVISIONS R/1/! LINE 50. 00' LIMITS OF IN&R MATCH EXISTING +35.55 72.92' LT. 41.00' LT. 1 +56 09 29.25' LT. +34.46 8'22.34' LT. 70 +04.47 +26.59 +46.59 BEGIN C&G TYPE F 16.00' RT. 22 52' RT. 16.00' RT. BEGIN CO/11C. SIDEWALK +84.62 54.72' RT. +90.92 54 67' RT +90.93 59. 67' RT. +84.58 59.71' RT. R/IN LINE +56 87 29.48' RT. +56.87 34.38' RT., +61-87 29.47' RT. +61.87 34.37' RT. +0947 28.65' RT. R/V/ LINE TELEPHONE HAN OHOLE TO BE ADJUSTED BY OTHERS +3436 16.00RT. +58.59 23.99' RT. +58.59 29.49' RT. BEGIN C&G TYPE F BEGIN CDNC. SIDEVIAL +53.15 54.98' LT. (?MATCH EX 9/IN LINE BEGIN THICK. EDGE +61.50 54.98' LT. +78.15 16.00' LT 71 C&G TYPE F -% \,tetan .,- 20' +78.59 24.06' RT. +78 59 24.89' RT. +68.59 16.00' RT. +23.15 16011 RT END C&G TYPE F END CO/VC. SIDEWALK +80.67 3924' RT_ (MATCH EX LEGEND_ SOD MILLING G RESURFACING _ I'N&R AND OVERBUILD 4" THICK CONC SIDEWALK 6" THICK CDNC SIDEWALK V IN 8" THICK CDNC (BUS SHELTER PAD) ST0RMIVATER 1=14NH0LE TO BE ADJUSTED SANITARY MANHOLE TO BE ADJUSTED BY OTHERS WATER VALVE TUBE ADJUSTED BY OTHERS WATER METER TO BE ADJUSTED BY OTHERS DATE DESCRIPTION DATE DESCRIPTION ALEJANDRO OR/BE, P.E. P.E. NO.: 75596 GANNETT FLEI'NING, INC. 80O NW 62ND AVE, SUITE 490 MIAI01, FL 33126 +10.18 34.79' LT. +10.18 28 79' LT. FAMILY DOLLAR BUS SHELTER, TRASH .RECEPTACLE & SIGN TO BE ADJUSTED BY CITY OF I'NIAI'N! +24.18 34.79' LT. +24.18 28.79' LT. +28.15 16.00' LT. +30.96 24.19' LT +68.46 7.58' RT. +66.75 2518' RT. +69.14 39.24' RT. +80.67 36.00' RT. CB2 R/V1 LINE END THICKENED EDGE +49.08 35.01' LT. (MATCH EX_) +81. 36 22.19' LT +19.56 +85.53 29.50' LT 24.69' LT. +95.56 29.50' LT. END C&G TYPE F END CONC. SIDEWALK +29.53 (MATCH EX.) r[111 ------,LOE OE +65.4G \ +07.52 .. , 16-00' LT. 2219' LT. 24' 7 +74.90 +31.08 Q 21.95' RT. 16.00' RT 0 +15.00 21 85' RT +06.08® 41.00' RT r OB -� STATE OF FAO2.7-0,4 OFT', 27'Rf.NWT OF TRAIIS'0UNT.ATOUN 5CG00' ROAD NO COUNT FINANCIAL PRaecT lD SR 25 MIAM1-DADS 449361-1-52-01 +43.77 16.00' RT. -¢ SURVEY SR 25 73 N87°40' 13"E END C&G TYPE F END CD/VC. SIDEWALK +23.09 C&G TYPE F +10.BO 26.3 RT +10.83 BEGIN C&G TYPE F 34.E4' RT BEGIN CONC. SIDEWALK O` +06.08 43.94' PT. (MATCH EX.) 11 LIMITS OF M&R m WATCH EXISTING +90.77 43.96' RT. 34.76' RT. R/I// LINE +13.85 135.91' P.T. +18.66 135 86 RT +18.70 140.86' RT. +13.91 140.91' RT. ROADWAY PLANS +15.83 28.23 RT. +1583 34.82' RT. o SHEET NO. 2 h 2 oT OT R/V' LINE R/VU LINE END MILLING & RESURFACING 0 11 STA. 74+89.26R/111 LINE o MP 18.22 ;JI 8� _1I1114-11P 11 f11 1I11 11 11 I� -- c =8 60(D). / NVV 36 ST UT SURVEY SR 25 SR 25 RAY LINE 0 R/11 LINE I1111o. jp _---_mT ems/ .I - -19(o)- , : , #' a/Nfo} �;w . IV(D. )11 END PROJECT STA. 78+48.30 MP 18.31 P,/V/ LINE I NI NI III I III III III x=? EN tO� R/19 LINE '5I .. 50.00' C R/VV LINE 78'. .O ' )L) SOD GD 5 6Z5 J.NW 36GST R/VN LAVE e I R/VU LINE SUNOCO /1// LINE SO.U�.0 O' 01),Nop , :w{D} 79 5( 1' G(D R/VV LINE REVISIONS DATE DESCRIPTION DATE DESCRIPTION A LEJAIVDRD UR/BE, P.E. P.E. ND.: 755n6 GANNETT FLEI'41NG, INC. S00 NVV 62ND AVE, SUITE 490 MIAMl, FL 33126 5T.4 TO OF FA O2.0064 D.EP. .31114DENT OF T1?A113PO2T,4T!0N ROAD NO. COUNTY FINANCIAL PROJECT lD SR 25 MIAMI-DADE 449361-1-52-01 ROADWAY PLANS SHEET NO. 7 /// III +50.00 /6.00' LT EL. 1 0/33 +34.461232'4' /MATCH EL (1 A34.44116 MATCHE 34 4 00' L !MATCH L(1Q 76. P,T) 9 +34.36 (16.00' RT) EL. 1031 70 +34.35 (19.99' RT) EL. 10.15 +26.59122.52' RT EL. 10.10 +04.47 (16.00' RT) MATCH EL. (10.29). +04 47 (2254' RT) MATCH EL (9. 97) N +04.47 (34.53' RT)/ MATCH EL. (10.47) +2659134. 61 RT) 14AT4H EL (10.52) 94 + .15 (54. 98' LT) CH EL. (9.58) +53.15 (41.00' LT) MATCH EL. (9.75) +50.00 (22.32' LT) MATCH EL (10.15, +60.48 (23.32' LT) MATCH EL (10.11) +61.55 (22.31' LT) MATCH EL. (10.14) +78.15 (35.17' LT2 EL. 10.92 +00.00 (34.79' LT( EL. 10.84 +] 15 (16 00-/T) +19.15134.79' LT( EL. 10.78 +37.15134.79' LT) EL. 10.72 +37.15 (24. 19' LT) EL. 10.40 +49.08 (34.79' LT) MATCH EL. (10.26) +49.08 (24. 19' LT) EL. 10.2] • +78.15116.00' LT)/ +00-00116-00' LT EL 10.46 1 EL. 10.38 +50.00_0,00 LT) /WATCH EL. (10.68) +50.00116.00' RT \+78.1510.00' RT) l\+00. 00 (0.00' PT(;EL. 10.40 MATCH EL. (10.70) MATCH EL. (10.63) +68.59 (0.00' RT) I WATCH EL. (10.70) +6859 (16.00' RT) EL'.46 w +00.00116.00' RT) /E.L 10 37 i +37.(16.0LT)V EL. 110.265 +50.000'116.00' LT EL 10.22 +58.51 (23.85' RT) EL. 10.18 +58.59 534.71' RT) WATCH EL. (10.40) +68 59 (24. 03' RT) EL. 10.27 +68.59 (34 75' RT) MATCH EL. 110.32) +78.59 (34. 78' RT) WATCH EL. (10.47) 71 +8859 (16.00' RTj EL. 10.40 +78.59124.06' RT) EL. 10.25 +19. 15 (34.91' RTI WATCH EL. (10.23) LEGEND: SOD DETECTABLE WARNING PULLING 6 RESURFACING P4&R AND OVERBUILD 101 4" CONCRETE SIDEWALK 6" CONCRETE SIDEWALK 8" CONCRETE (BUS SHELTER PAD) +50.00RT)/ MATCH EL. (10.59 +1915 (16.00' RT) o EL. 10.31 +W37ATC.15134HEL..97'(10.24) RT) +68.46 (16.00' LT( MATCH EL. (10.15) +68.46 (0.00' LT) WATCH EL. (10.55) +50.00116.00' RT) EL. 10.22 +60.67116.00' RT) EL. 10,19 +68.46117.58' RT) WATCH EL. (10.09) +74.81 (21.86' RT) MATCH EL. (9.93) +1340 23.32' RT MATCH EL. (994) +80.67 (39. 24' RT) MATCH EL. (9.60) +72.94 (24.19' LT) MATCH EL. (10.10) I +8136122.19' LT) MATCH EL. (9.77) +29.53 (22 19' LT)� MATCH EL. (9.68) SR 25 / NW 36 ST 72 +06.08 (4394' RT) d I,IATCH EL. (70.07 +69. 16 (35�0& RT)� MATCH EL. (9 $3') I I % +EL 107.15 26 16.00' RT) II W i .rli Q \ I ) I II II +31.08116.00' RT WATCH EL. (10.06 +63.77 (22.55' RT1 WATCH EL. (9.74) +43.77116.00' RT MATCH EL. (10.02 15 476 RT) EL (10.34) +63.20 34 83 RT / MATCH EL. (10.14) -M14.12143.94' RT) /MATCH EL. (10.39) GRADING DETAIL REVS IONS DATE DESCRIPTION DATE DESCRIPTION PLEJANDRO AR/BE, P.E. P.E. NO.: 75596 GANNETT FLEI'4ING, INC. 800 NW 62ND AVE, SUITE 490 MIAM1, FL 33126 STATE, OF FA OR.TON OEN, I? 9,17NT OF TRA118'PURT.AT1ON ROAD NO. COUNT FINANCIAL PROJECT ID SR 25 MIAMI-DADE 449361-1-52-01 SPECIAL DETAILS SHEET NO. DER ft LE SIGNED AND SEA 6' MIN SLAB 8" CONC. SLAB WITH 1/4"MESH @6"O.C. BUS PAD DETAIL N.T.S. D 2, ° 2 o \ 4 o ,t -62 8" CONC. SLAB WITH 1 /4" MESH @ 6" O.C. 2500 PSI CONCRETE TYPICAL SLAB DETAIL N.T.S. J PRIVATE PROPERTY w z cc z EXISTING GROUND 2-#5 CONT. 60° PROP. 4" CONC. SIDEWALK PROPOSED THICKENED EDGE (COST TO BE INCLUDED IN THE COST OF SIDEWALK) THICKENED EDGE DETAIL N.T.S. REVISIONS DATE DESCRIPTION DATE DESCRIPTION ALEJANDRO OR/BE, P.E. P.E. NO.. 75596 GANNETT FLEI'MING, INC. BOO NIN 62ND AVE, SUITE 490 MIAMI, FL 33126 8'T.A T.E OF FAOR.704 D.EP. R3118712aT OF TR-.LANPORT IT70N ROAD NO. COUNTY FINANCIAL PROJECT lD 5R 25 MIAMI-DADE 449361-1-52-01 SPECIAL DETAILS SHEET NO. 9 GENERAL. 1 LANE CLOSURE SHALL OCCUR ONLY DURING OFF-PEAK HOURS ON NON-EVENT DAYS/WEEKENDS-OFF-PEAK HOURS ARE: FROM 14 00 PIN TO 6:00 AIN - SUNDAY THROUGH THURSDAY NIGHTS FROM 11.00 PIN TO 7.00 AIN - FRIDAY AND SATURDAY NIGHTS 2 TRAFFIC CONTROL PLANS FOR PHASE 2 ARE DESIGNED FOR OFF-PEAK HOURS ONLY 3. REGULATORY SPEED ESTABLISHED (WITHIN IVORK ZONE TRAVEL WAYS SHALL BE 35 M.P H, SIGNALS: 1. THE MIAPVT-DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS (DTPW) TRAFFIC SIGNALS & SIGNS DIVISION CONTACT TELEPHONE NUMBER I5. (305) 592-3470. ADVANCE CONSTRUCTION NOTICE: THE FOLLOWING PCI415 SHALL RE IN PLACE BEFORE THE START OF CONSTRUCT/ON (14 DAYS IN ADVANCE): MESSAGE 1: 00000000 MESSAGE 2 ❑ ❑OOD= THE FOLLOWING PCIIIS SHALL BE IN PLACE DURING CONSTRUCTION: 1,1ESSAGE I. ❑ ❑ ®❑ ❑A ❑ ❑ ❑ MESSAGE 2 ❑ ❑❑0E0❑❑ ❑ ❑0000❑❑ 0❑00❑0❑ II/❑©©❑❑❑ ❑X ©M ❑ ❑B B O 00000000 ❑000000❑ ❑❑❑❑❑❑❑❑ REVISIONS DATE DESCRIPTION DATE DESCRIPTION ALEJANDRO UR/BE, P.E. P.E. NO: 75596 GANNETT FLEINING, INC. BOO NW 62ND AVE, SUITE 490 MIAM1, FL 33126 STATF OF Fr URTL'4 DEP. 2TRfF: TOFTR-JASPU2TITSOV ROAD NO. COUNTY FINANCIAL PROJECT lD SR 25 MIAMI-DADE 449361-1-52-01 TEMPORARY TRAFFIC CONTROL PLANS SHEET NO. 10 PHASE I: 1. INSTALL TEINPORARY TRAFFIC CONTROL DEVICES AND SIGNS AS PER STANDARD PLANS INDEX 102-600 AS SHOWN IN PLANS. 2. CLOSE SIDEWALK ALONG THE NORTH SIDE OF THE ROAD AND DETOUR PEDESTRIANS. WORK SHALL ONLY BE DONE ON ONE SIDE OF THE ROAD AT A TIME TO I'AAINTAIN PEDESTRIAN ACCESS AT ALL TIMES 3. CONSTRUCT PROPOSED CURB AND GUTTER, BULB -OUTS, SIDEWALK, SIGNALIZATIOIV, AND LIGHTING FEATURES. ON THE NORTH SIDE OF THE ROAD. PHASE II: 1. INSTALL TEI'1PORARY TRAFFIC CONTROL DEVICES AND SIGNS AS PER STANDARD PLAINS INDEX 102-600 AS SHOWN IN PLANS. 2. CLOSE SIDEVALK ALONG THE SOUTH SIDE OF THE ,ROAD AND DETOUR PEDESTRIANS-61IORK SHALL ONLY BE DONE ON ONE SIDE OF THE ROAD AT A TIME TO INAINT.4IN PEDESTRIAN ACCESS AT ALL TIIMME5. 3. CONSTRUCT PROPOSED CURB AND GUTTER, BULB -OUTS, SIDEWALK, SIGNALIZATION, AND LIGHTING FEATURES ON THE SOUTH SIDE OF THE ROAD. INSTALL NAST ARM USING FULL ROAD CLOSURE. R/W LINE RIGHT OF WAY 35' r, SURVEY SR 25 RIGHT OF WAY 35' R/VV LINE WORK ZONE 1' R/IN LINE CHANNELLZ1NG DEVICE TEMP. 6" WHITE VV/ RINPS LD 5' (C-C/ TYP. 2' 1 1' LANE L / 50' BUFFER LANE 1 50' f 0/1ST. PP RK 1IVG r� C ---- _L 1/-L 1 J/ rL 1/-L 1--L 1/_L 1/I TEMP. 6' YELLOW VI/ RINPS @ 5 (C-C) TVP. RIGHT OF IIVAY 35' STA STA EXIST. PAVEMENT MARKING L TEMP. 6' '( ELLOW IN/ 111MPS @ 5' (C-0 TYP. HANK EL/ ZING DEVICE TEMPORARY TRAFFIC CONTROL TYPICAL SECTION PHASE I SR 25 (NW 36 AVE) 68+82.57 TO STA. 70+50.00 (& SURVEY SR 25) 72+60.00 TO STA. 79+41.64 (5 SURVEY SR 25J r lU' SURVEY 5R 25 RIGHT OF IIVAY 35' TEMP. 6" WHITE IV/ RMPS @ 5' (C-C) TVP. 1, 2' LANE (BUFFER 1' y TEI'/IP. 6" YELLOW IN/ RI'4PS @ 5' (C-C) TYP. CHANN ELIZING DEVICE STA. STA. LANE t 1/\_J/ _L J/_L R/W LINE� WORK ZONE C HANNELIZING DEVICE TEMP. 6" WHITE IN/ RINPS C 5' (C-CJ TYP. TEMP. 6" YELLOW IN/ RINPS I. 5' (C-C) TYP. TEMPORARY TRAFFIC CONTROL TYPICAL SECTION PHASE II SR 25 (NW 36 AVE) 63+8257 TO STA. 70+50-00 (5 SURVEY SR 25) 72+60.00 TO STA. 79+41.64 1 SURVEY 5R 25) REVISIONS DATE DESCRIPTION DATE DESCRIPTION ALEJAIVDRO URIBE, P.E. P.E. NO.: 75596 GANNETT FLEI'/IING, INC. SOO NW 62NID AVE, SUITE 490 MIAM1, FL 33126 8'TAT2 OF FAO2501 OEN. 2TITEIAT OF TRA 5,6000TATPON ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 25 MIAMI-DADE 449361-1-52-01 TEMPORARY TRAFFIC CONTROL PLANS SHEET NO. PHASE III, STAGE I: 1. INSTALL TEINPORARY TRAFFIC CONTROL DEVICES AND SIGNS A5 PER STANDARD PLANS INDEX 102-600, 102-628, TO CLOSE THE ER THRU LANE DURING- OFF-PEAK HOURS. 2. PERFORM MILLING AND CONSTRUCT OVERBUILD ALONG THE SOUTH SIDE OF THE ROAD. 3. PLACE FR/CT10N COURSE AND FINAL PAVEINENT !NARKING ALONG SOUTH SIDE OF THE ROAD. PHASE III, STAGE /I: 1. INSTALL TEMPORARY TRAFFIC CONTROL DEVICES AND SIGNS AS PER STANDARD PLANS INDEX 102-600, 102-628, TO CLOSE THE 11118 THRU LANE DURING OFF-PEAK HOURS. 2. PERFORM MILLING AND CONSTRUCT OVERBUILD ALONG THE NORTH SIDE OF THE ROAD. 3. PLACE FRICTION COURSE AND FINAL PAVEINENT !NARKING ALONG NORTH SIDE OF THE ROAD. R/W LINE RIGHT OF WAY 35' SURVEY SR 25 RIGHT OF WAY 35' R/UV LINE TEINP. PAVEMENT MARKING FROM PHASE LI R/IN LINE LANE 2' Ti WORK ZONE / j L _-L-J--1- / —1— --L_ _ _L TEMP. H-VEMENT MARKING FROM PHASE II CHANNELIZING DEVICE RIGHT OF 35' TEMPORARY TRAFFIC CONTROL TYPICAL SECTION PHASE III STAGE 1 SR 25 (NW 36 AVE) STA. 69+97.49 TO STA. 72+63.77 (& SURVEY SR 25) SURVEY SR 25 R/W LINE RIGHT OF 35' WORK ZONE 0.75' • 2.25' LANE r / / L1--L—J/ / 1 / / / / — — — TEMP. 6" YELLOW CHANNELIZING DEVICE TEMPORARY TRAFFIC CONTROL TYPICAL SECTION PHASE III STAGE 2 SR 25 (NW 36 AVE) STA. 69+97.49 TO STA. 72+63.77 (5 SURVEY SR 25) JJ TEMP. 6" WHITE REVISIONS DATE DESCRIPTION DATE DESCRIPTION ALEJAIVDRO UR/BE, P.E. P.E. NO. : 75596 GANNETT FLEINING, INC. SOO NW 62ND AVE, SUITE 490 M1AI71, FL 33126 8'T.ATF OF FAO27CI4 LIRY. 2TRfR?a'T OF TRA 11S'PU8TA TOUN ROAD NO. COUNTY FINANCIAL PROJECT lD SR 25 MIAMI-DADE 449361-/-52-01 TEMPORARY TRAFFIC CONTROL PLANS SHEET NO. 12 LEGEND V A WORK AREA �, DIRECTION OF TRAFFIC TEMPORARY SIGN • CHANNELIZIN6 DEVICE ® TYPE III BARRICADE •-+ PEDESTRIAN LONGITUDINAL CHANNELIZING DEVICE (LCD) END ROAD WOR 70+55.00, 60.00' LT CONC IN‘IN 200. 400' ROAD WORK AHEAD VV 20-1 F SPEEDING FINES DOUBLED WHEN WORKERS PRESENT 140T-13-06 R/V LINE ROAD WORK 400 FT V120-1 R/W LINE ( 5— I /�%00 WOOD l LT r 2.48' L7. ■ ■ ■ ■ ■ ■ ■ ■ 37] SURVEY 0R 25 69 t- 3s3' Lr 70 947 71 +55.93 �46OLT. 3R-23 / NVV 36 3T R/IN LINE p DESCRIPTION +23.71 5.1� RT. REVISIONS RAY LINE TEMP. 6" YELLOW 120-1E SPEEDING FINES DOUBLED WHEN WORKERS PRESENT DESCRIPTION VV/ RPMS 5' (C-C) TEMP. 6" YELLOW SKIP (6'-109 400' 2 2 ORK JJORK l00 FT VV20-1 CHANNELIZIIIO DEVICE 10' (C-CI TYP. TEINP. 6" YELLOW VI/ RPMS 5' (C-C) TEMP. 6" YELLOW SKIP (6'-10/ STA. 63+60.00 ALEJANDRO UR/BE, P.E. P.E. NO.: 75596 GANNETT FLEMING, INC. BOO NW 62ND AVE, SUITE 490 MIAM1, FL 3511 6 R/IV LINE 50,00' is 0 VV24-IL W20-1 MDT-13-06 VV20-1E ROAD WORK 400 FT 200' co 1_R/W LINE SIDEWALK CLOSED R9-9 PEDESTRIAN DETOURS STA. 74+00. 00 dj TEINP. 6" WHITE W/ RPI45 5' (C-C) +76.54 +6730 R/W LISO TEMP. 6" YELLOW ►`- 11.00' LT. ll-00' LT. ��IW/ RPMS 5' (C�) SPEEDING FINES DOUBLED WHEN WORKERS PRESENT SIDEWALK CLOSED R9-9 ROAD NIORK AHEAD SEE PEDESTRIAN DETOURS 2 +11 30 16.00' LT. 7 +10.48 6.00LT. ---00N0 ' 74 R/W LAVE 0104 T2 OF FA O2.7654 O P P. 2751"677T OF TRAAS PORT IT SON +50.68 _L s% 77 +00.6F VV20-1 ROAD WORK 400 FT DOT-13-00 SPEEDING FINES DOUBLED 'HEN WORKERS PRESENT ROAD NO COUNT FINANCIAL PROJECT lD SR 25 MIAMI-DADE 449361-1-52-01 R/VI LINE G20-2 STA. 72+15. 00, 60.00' RT 400' TEMPORARY TRAFFIC CONTROL PLANS END ROAD WORK PHASE 1 SHEET NO. 13 6 200' ROAD WORK AHEAD KIE20-1 F 7 END ROAD TOR G20-2 <^a__ 1 1 O TEMP. 6" YELLOI,V VV/ RPIN5 5' (C-C) PIAT£-O-€X IST. - STA 68+00.00, 5.00' LTg o5=0 +76.94 9,40' RT, SPEEDING FINES DOUBLED Vi'HEN WORKERS PRESENT M 0T-13-06 200' ROAD WORK 5 400 FT W20-1 TEINP. 6" 'YELLUII' SKIP (6'-10) 400' 70+55.00, 60.00' LT J TEINP. 6" YELLOW VV/ RPINS 5' (6-CI SPEEDING FINES DOUBLED WHEN 61ORKERS PRESENT MOT-13-06 ROAD WORK 400 FT VV20-1 R/W LINE R/W LINE T 0.00' R/W LINE 0 TEINP. 6' WHITE IN/ R19I95 5' iC-C) R/W LINE AI 0 SURVEY 5R 25 \_ 69 l 70 ly " 71 ■ ■ ■I■ ■,■ ■,■ 11 ■,■ ■I■ — �TL ■ ■ ■,■+■I ■,■ ■,■ ■,■ +05.00 r +5'.15 �, +66. 07 +945 RT . n7 1� 5R 25 / NW 36 ST 1.44' RT. 0 00' LT. 0 00' 5r V/ A F ail I. +20.29 761' RT. STA. 66+60.00 W24-1 L P,/VI LINE- 8 R/IN LINE W20-1 STA. 68+90.00, 60.00' RT NNELIZING DEVICE 10' (C-C9 TY P. TEINP. 6" 'YELLOW IN/ RPMS 5' (C-C) TEINP. 6" WHITE IV/ SPPIS 5' (C-CI R9-9 TEI17P. 6'KIP YE(6'L-10')LOW S +60.67 11.00' RT SIDEWALK CLOSED SEE PEDESTRIAN DETOURS R/I// LINE R9-9 SIDEWALK CLOSED SEE PEDESTRIAN DETOURS ROAD WORK 400 FT MOT-13-06 SPEEDING FINES DOUBLED WHEN WORKERS PRESENT V20-1F ROAD WORK AHEAD 400' 0 200' 50 200' 5 REVS IONS DATE DESCRIPTION DATE DESCRIPTION ALEJANDRO URIBE, P.E. P.E. NO.: 75596 GANNETT FLEINING, INC. BOO NW 62ND AVE, SUITE 490 MIAM1, FL 39126 ST.A T2 OF FP O2VZA TIE?', I? PINT OF TRAASPU2T.ATTUN ROAD NO. COUNTY FINANCIAL PROJECT m SR 25 MIAMI-DADE 449361-1-52-01 TEMPORARY TRAFFIC CONTROL PLANS SHEET NO. 14 I III I . 0d In a *+---1 +IIII I I 11' � II 4 III W20-1 1,10T-13-06 VV20-1F LEGEND ROAD WOR 400 FT SPEEDING FINES DOUBLED IuHEN WORKERS PRESENT ROAD WOROK AHEAD V A WORK AREA �� DIRECTION OF TRAFFIC �] TEMPORARY SIGN • CHANN ELIZING DEVICE 400' 200' 200' ~ PEDESTRIAN LONGITUDINAL CHANN ELIZING DEVICE (LCD) IIII C STP. 75+00.00, 17.00' RT R/Vl LINE J ul/ RPOS s' (0 ( 0000 6° Vl H1TE 67 TEMP. 6" VVHITE 14 ,.� ill,, RAWLINE 1 1 W/ RPl4' S (C-C) R/IN LINE VU/ �PRINS 5' (C-C) _ / tl -- II II 7 -- KY Q TEMP. 6" YELLOW L, 2 SKIP (6'-10') 1E SURVEY SR 25 - 73 74 1 t� 75 76 I 77 In —, • v,■ ■ • 11_ 1- - `, 1,,,‘„ I — �yl 'I III +03.28 - • • ■ • • • N87°40'13"E ,T I II — W +02.58 0.00' RT.- 52.0R +.00' I II 8 41.00' R —■ ■ 45 5062r 5LT. -. SR 25 / NW 36 ST I I J / \ II ^6" , I �,' +44.56 `s +6.05' __J/ R/IN LINE D TEMP. VI HITE ]605'7 RT. 11 00' RT. 76.05' PT. SIDE AL 61DE'.A�ALK IN/ RPM$ $' IC-C) W _ 61 1 ¢b KvLJ,` 1 SUNQCO R/4V LINE CLOSED P5-g CLOSED P9-9 R/IN LINE CHANNELIZING DEVICE W 6 " SEE PEDESTRIAN DETOURS * SEE PEDESTRIAN DETOURS 10' (C-C) TY P. 1720-1 STA. 72)60.. 0, 60.00' RT R/V/ LINE O 11 1� ROAD ROAD ND WORR c20-2 I = yl z WORK ,� Opp' 400 FT 0 MOT-13-06 I II II I, /I I I 1 II p PHASE II K,I il R/IN LINE— SPEEDING FINES DOUBLED WHEN HONKERS PRESENT 200.. \�' \ a I1120-1F ROAD zoo' WORK AHEAD 8 c _ a H REVISIONS P.EJ AIVDRO UR/RE, P.E. P.E. NO.: 75596 AlGNETT FLEI'IIING, INC. BOO NVV 62ND AVE, SUITE 490 MIAMI, FL 33126 „'TATR OF FP02.70A d3.Fi F, 2TRf.7i a.�,'7 OF TRAIISPU 2TAT7"P/IV TryvMgpO ARY TRAFFIC //[[��l pd, Tdd�+�� ILL lILL //LL�— 44�I44v gy 44 �dT PLANS CONTROL ®b.� 1C1� 19'J' SHEET NO. GATE DESCRIPTION DATE DESCRIPTION ROAD NO. COUNTY FINANCIAL PROJECT ID 75 SR 25 MIAMI-DADE 449361-1-52-01 LEGEND V A WORK AREA �, DIRECTION OF TRAFFIC TEI'1PORARY SIGN • CHANNELIZING DEVICE REVISIONS DESCRIPTION NW 37 ST SR 25 / NW 36 ST "" " \r"�D •z - —a - / DESCRIPTION anoJ-5a A LEJANDRO UR/BE, P.E. P.E. NO.. 75596 GANNETT FLEEING, INC. S00 NW 62ND AVE, SUITE 490 MIAMI, FL 33126 w Q SIDE';RALK CLOSED SW B T.ATE, OF FP 027ZA 0.Fi 5. 2T. VOL ST OF TEsIASPORT.ATEOVE ROAD NO. COUNT FINANCIAL PROJECT ID SR 25 MIAMI-DADE 449361-1-52-01 5- PEDESTRIAN DETOUR - PHASE I TEMPORARY TRAFFIC CONTROL PLANS SHEET NO. 16 CIACIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE F G 5-23.0 1 1 \ t't J I� tt. J1 h LEGEND V /I WORK AREA DIRECTION OF TRAFFIC dJ TEMPORARY SIGN • CHANNELIZING DEVICE ® TYPE III BARRICADE NW 37 ST 1t ,K O DETOUR KO SR 25 / NW 36 ST DETOUR t t t W Q z SIDEWALK CLOSED S UV DETOUR 4 1 t r h DETOUR W 75 Q 75 Z llt NW 35 ST W 75 Q 75 PEDESTRIAN DETOUR - PHASE 11 REVISIONS DATE DESCRIPTION DATE DESCRIPTION ALE ANDRO URIRE, P.E. P.E. NO.: 75596 GANNETT FLEI'MING, INC. S00 NIN 62ND AVE, SUITE 490 MIAM1, FL 33126 8'TATO OF FAO2.7C'A LI.000, 27' VET OF TRAANNORTATSO7O ROAD NO. COUNT FINANCIAL PROJECT lD SR 25 MIAMI-DADE 449361-1-52-01 TEMPORARY TRAFFIC CONTROL PLANS SHEET NO. 17 LEGEND V /I 1VC,4K AREA DIRECTION OF TRAFFIC TEMPORARY SIGN ■ CHANNELIZING DEVICE C. TYPE III BARRICADE 52 wo ir —PCMS U [LS 419E MNIJ 1S3M aflol3a IIt H 8 r w NW 37 ST DETOUR EAST z I W 3 ROAD CLOSED m cn O IS 419E MNJ 1S3M a001EO [NW 36th ST) )10. 11 1- 0C/) w Z SR 25 / NW 36 ST DETOUR WEST NW 36th ST -►I 1S 419E MN� 1SV3 aool3a 1 z w rn s m Fri � o J 1 PCMS 1 MESSAGE 1: NW 36 ST CLOSED AHEAD MESSAGE 2: FOLLOW DETOUR SIGNS NVV 35 ST w rn 3 U1 H r mCn z tW 3 O) t ti 11 DETOUR WEST NW 36th ST) w 1- CO z p U w u_ o < U IY OC o 12 I_ 0 52 z 0/ a A PCMS 7 Iit w w Q �. CO z z VEHICULAR DETOUR - PHASE 11 REVISIONS DATE DESCRIPTION DATE DESCRIPTION ALEJAIVDRO PR/BE, P.E. P.E. NO.: 75596 GANNETT FLEI'MING, INC. B00 NW 62ND AVE, SUITE 490 MIAMI, FL 33126 ?'TA TO OF FA O2.TD-1 O.SP. STU'S?ST OF TRAA3POSTAT!0N ROAD NO. COUNT FINANCIAL PROJECT lD SR 25 MIAMI-DADE 449361-1-52-01 TEMPORARY TRAFFIC CONTROL PLANS SHEET NO. 18