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Exhibit B
INDEX OF SHEETS SHT. No. 1 2 3 4 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 SHEET DESCRIPTION COVER SHEET SIGNATURE SHEET TYPICAL SECTION SUMMARY OF QUANTITIES GENERAL NOTES ROADWAY PLAN SIGNING AND PAVEMENT MARKING SUMMARY OF QUANTITIES SIGNING AND PAVEMENT MARKING PLAN SIGNALIZATION SUMMARY OF QUANTITIES SIGNALIZATION PLAN SIGNALIZATION MAST ARM DATA STEEL MAST ARM DETAIL GUIDESIGN SHEET CONTROLLER CABINET INSTALLATION DETAIL VIDEO DETECTION DETAIL SERVICE POINT DETAIL CONDUIT BURIAL DETAIL LIGHTING SUMMARY OF QUANTITIES LIGHTING DATA TABLE AND LEGEND LIGHTING PLAN PANELBOARD SCHEDULE STANDARD INDEX DRAWINGS BEGIN PROJECT STA. 9+13.76 END PROJECT STA. 10+72.43 THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE MIAMI-0ADE COUNTY PUBLIC WORKS DEPARTMENT STANDARDS AND SPECIFICATIONS PARTS 1, 2 AND 3, THE MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS. THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS. AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. AS AMENDED BY CONTRACT DOCUMENTS Always call 8ntwo full business days before you dig Sunshine811 com 3RIC EXHIBIT "B" PLANS FOR PROPOSED IMPROVEMENTS TO '(ELL AVENUE & 14 TE INTERSECTION IMPROVEMENT MIAMI—DADE COUNTY PROJECT NO. 20190335 (ROAD IMPACT FEE FUNDING) Aiinpaanh rt I Exi ehin SsPY 1 r Center �,� Coconut Grove Grove lsie Duugfas Road Dinner Key Exit 2A- 1. Exit 3AF Exit 2D \Tile Barnacle Historic. State park faun-Wav Channel Sunset ands 836 Di Lida 117 Bisca lslentlne Island nedn=v'Bell-/sle�� Hibiscus Alto Island island Miami Seaplane Base St River • 1 • Ariekell_ S, PREPARED FOR MIAMI—DADE Portal' Miami Dodge Island T _,aa�ba"not tam Laker. iy. Virginia Key - Virginia Bean, NoPointrfhwes j \ 128 MIAMI—DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION STEPHEN P. CLARK CENTER 111 NW 1 ST MIAMI, FLORIDA 33128 BY TS C CTS3 ENGINEERING, INC. 3230 W COMMERCIAL BLVD, SUITE 220 Engineering FT LAUDERDALE, FL 33309 CERTIFICATE OF AUTHORIZATION NO 28935 NOTE: ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. LENGTH OF JOB LIN. FT. MILES ROADWAY 158.67 0.03 BRIDGE — — GROSS LENGTH OF JOB 158.67 0.03 EXCEPTIONS — NET LENGTH OF JOB 158.67 0.03 ENGINEER OF RECORD: STEPHEN ALLEN HUGHES, P.E. FLORIDA REGISTRATION P.E. No. 64740 APPROVED RECOMMENDED SUBMITTED COUNTY ENGINEER ASSISTANT DIRECTOR TRAFFIC ENGINEERING DIVISION PROPOSED CHECK DESIGN DRAWN DATE 1/19/2024 SHEET 1 OF 22 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: ,````N pLLEN ��1.,, ``Q�� i C E.N,S LC �' •C•7: t. No 64740 .. % ON THE DATE ADJACENT TO THE SEAL *; * ',* - PRINTED COPIES OF THIS DOCUMENT ARE _ NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED A'• STATE OF :'�� ON ANY ELECTRONIC COPIES. 4. /'SS1C. 0NAL,E�G`\` 3230ENGINEERING, COMMERCIAL BLVD, SUITE 220 FORT LAUDERDALE, FL 33309 STEPHEN ALLEN HUGHES, P.E. NO. 64740 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 62G15-23.004, F A.0 SHT. No. SHEET DESCRIPTION THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: ,�.``y �G ILq, p^�1i,, . . E.... 'l,%,," MIAMI-DADE rouNTv DEP ATION AND PUBLIC WORK ARTME nw Dr TRANsp4 a nr orvsaN BRICKELL AVENUE & 14 TEM TEREECTION IMPROVEMENT rRonE�T No. ,o„—oils sRSE, s OF 22 `%,lZt� No 92210 ON THE DATE ADJACENT TO THE SEAL E * * * — PRINTED COPIES OF THIS DOCUMENT ARE �_• _— NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED A•'• STATE OF f�� ON ANY ELECTRONIC COPIES. '2C. �SS�ON; 11tN % CTS 3230 ENGINEERING, SUITE 220 FORT LAUDERDALE, FL 33309 LISSY LA PAIX, P.E. NO. 92210 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G25-23.004, F.A.C. SHT. No. SHEET DESCRIPTION COVER SHEET 2 SIGNATURE SHEET TYPICAL SECTION 4 SUMMARY OF QUANTITIES 5 GENERAL NOTES 6 ROADWAY PLAN 7 SIGNING AND PAVEMENT MARKING SUMMARY OF QUANTITIES 8 SIGNING AND PAVEMENT MARKING PLAN 2 SIGNATURE SHEET 9 SIGNALIZATION SUMMARY OF QUANTITIES 10 — 11 SIGNALIZATION PLAN 12 SIGNALIZATION MAST ARM DATA 13 STEEL MAST ARM DETAIL 14 GUIDESIGN SHEET 15 CONTROLLER CABINET INSTALLATION DETAIL 16 VIDEO DETECTION DETAIL 17 SERVICE POINT DETAIL 18 CONDUIT BURIAL DETAIL 19 LIGHTING SUMMARY OF QUANTITIES 20 LIGHTING DATA TABLE AND LEGEND 21 LIGHTING PLAN 22 PANELBOARD SCHEDULE REVISIONS ENGINEER OF RECORD NAME DATE NAME DATE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS MIAMI-DADE TRAFFIC ENGINEERING DIVISION STEPHEN TER 'ions FLOP. TTize SIGNATURE SHEET DATE DESCRIPTION DATE DESCRIPTION STEPHEN ALLEN HUGHES, P.E. LICENSE NUMBER: 64740 CTS ENGINEERING, INC 3230 W- COMMERCIAL BLVD-, SUITE 220 FORT LAUDERDALE, FL 33309 DESIGNED BY LF 7/27/2023 DRAWN BY LF 7/27/2023 CHECKED BY FF 7/27 2023 CHECKED BY FF 7ME /27 /2023 SUPERVISED BY: STEPHEN A. HUGHES. P-E- R/VJ 10D' R/W LINE LIMITS OF CONSTRUCTION EXIST. SIDEWALK (TO REMAIN) CURB & GUTTER TYPE F (TO REMAIN) EXIST. CONCRETE SLAB (TO REMAIN) 52' 14' PAVEMENT MARKING BORDER 5' 6' 2' REPLACEMENT ONLY 11' 11' PGP It SURVEY 24 SODI CURB & GUTTER TYPE F (TO REMAIN) CURB & GUTTER TYPE F (TO REMAIN) ...,N&P,ORTAIION AND PUBLIC WORK. BRICKELL AVENUE V& 114 THE? INTERSECTION IMPROVEMENT PROJECT NO 2019-0335 SHEET 3 OF 22 R/W LINE 48' ' LIMITS OF CONSTRUCTION PAVEMENT MARKING 14' REPLACEMENT ONLY 2' 11' 11' t 1 PGP TYPICAL SECTION SR 5 (BRLCKELL AVENUE) STA. 9+1 3, 76 TO STA: 1 0+72.43 BORDER 12' -EXIST SIDEWALK (TO REMAIN) CURB & GUTTER TYPE F EXIST. CONCRETE SLAB (TO REMAIN) (TO REMAIN) REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION STEPHEN ALLEN HUGHES, P.E. LICENSE NUMBER: 64740 CTS ENGINEERING, INC. 3230 W. COMMERCIAL BLVD., SUITE 220 FORT LAUDERDALE. FL 33309 NAME DATE NAME DATE DESIGNED BY LF 7/27/2023 DRAWN BY LF 7/27/2023 CHECKED BY FF 7/27/2023 CHECKED BY FF 7/27/2023 SUPERVISED BY: STEPHEN A. HUGHES. P.E. MIAMI-DADE ZEMIN DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION TYPICAL SECTION SUMMARY OF QUANTITIES PAY ITEM NO. DESCRIPTION UNIT TOTAL QUANTITY * ADDITIONAL QUANTITY 102-1 MAINTENANCE OF TRAFFIC 194-13 INLET PROTECTION SYSTEM EA 110-1-1 CLEARING AND GRUBBING (VEGETATION) 110-4-2H REMOVAL AND DISPOSAL OF EXISTING CONCRETE SIDEWALK (UP TO 8" THICK) SV. SID 110-4-10C REMOVE AND DISPOSE EXISTING CURB & GUTTER L.E. 130 425-6 ADJUST EXISTING VALVE BOXES (MIAMI DADE COUNTY ONLY) EA 2 520-2 CONCRETE CURB AND GUTTER (ANY TYPE INCLUDING BASE PREPARATION) LF. 130 522-1 CONCRETE SIDEWALK (4" THICK) (INCLUDES PEDESTRIAN RAMPS AND SIDEWALK CORES) S.Y 215 527-2 DETECTABLE WARNING ON WALKING SURFACE S.F. 30 V1 ORTATON AND RUNIC WM< BRICKELL AVENUE& 14 TERR INTERSECTION IMPROVEMENT PROJECT NO 2019-0335 SHEET d OF 22 PAY ITEM NOTES: 102-1 TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEX 102 SERIES, THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, U.S. DEPART MNET OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION (ANSI D6 1-1978), PUBLIC WORKS MANUAL OF METROPOLITAN DADE COUNTY, AND THE LATEST REVISIONS OF THE AFORE MENTIONED MANUALS. INCLUDES THE COST OF FURNISHING, INSTALLING, MAINTAINING, AND REMOVING ALL UEMS OF MAINTENANCE OF TRAFFIC NOT PAID FOR UNDER SEPARATE ITEMS INCLUDING BUT NOT LIMITED TO SIGNS, BARRICADES, FLASHING LIGHTS, TEMPORARY PAVEMENT, TEMPORARY PAVEMENT MARKINGS, TRAFFIC SIGNAL MODIFICATION FOR TRAFFIC CONTROL. ETC. 110-1-1 INCLUDES REMOVAL OF EXISTING PAVEMENT, CONCRETE SIDEWALK, DRIVEWAYS, CURB AND GUTTER, DRAINAGE STRUCTURES AND PIPES. MISCELLANEOUS CONCRETE. VEGETATION TREES AND DEBRIS TD BE DISPOSED OF IN LEGAL AREAS PROVIDED BY THE CONTRACTOR INCLUDES THE COST OF GLEANING —OUT ALL EXISTING DRAINAGE STRUCTURES WHICH ARE TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION. 425-6 WITHIN PAVEMENT AREA VALVE ADJUSTMENTS TO BE DONE AS NECESSARY. THIS ITEM IS CONTINGENT UPON FIELD CONDITIONS AND MAY BE INCREASED, DECREASED, OR ELIMINATED BY THE ENGINEER. 522-1 INCLUDES THE COST OF PEDESTRIAN RAMPS. REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION STEPHEN ALLEN HUGHES, P.E. LICENSE NUMBER: 64740 CTS ENGINEERING, INC. 3230 W- COMMERCIAL BLVD-, SUITE 220 FORT LAUDERDALE. FL 33309 NAME DATE NAME DATE DESIGNED BY LF 7/7/2023 DRAWN BY LF 7/7/2023 CHECKED BY FF 7/7/2023 CHECKED BY FF 7/7/2023 SUPERVISED BY: STEPHEN A. HUGHES. P.E. MIAMI-DADE Emma DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION SUMMARY OF QUANTITIES GENERAL NOTES: 1. B M. DATA IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.c V.D.-29). ANY N.G.V.D- BENCH MARK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION IS TD BE PROTECTED AND PROPERLY REFERENCED BY A REGISTERED -LAND SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS PRIOR TO BEGINNING WORK AT THE SITE, IF ANY MONUMENT IS IN DANGER OF DAMAGE, THE PROJECT ENGINEER SHALL NOTIFY RON TAYLOR, FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION (FDEP) SURVEYING AND MAPPING, 3900 COMMONWEALTH BLVD., MAIL STATION 105, TALWiASSEE, FLORIDA 32399-3000 TELEPHONE (359) 245-2606. ALL PUBLIC LAND CORNERS AND MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED BY THE CONTRACTOR AS FOLLOWS: CORNERS AND MONUMENTS IN CONFLICT WITH THE WORK AND IN DANGER OF BEING DAMAGED, DESTROYED, OR COVERED SHALL BE PROPERLY REFERENCED BY A REGISTERED -LAND SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS PRIOR TO BEGINNING WORK AT THE SITE, THE CONTRACTOR SHALL RETAIN THE LAND SURVEYOR TO REFERENCE, AND RESTORE UPON COMPLETION OF THE WORK ALL SUCH CORNERS AND MONUMENTS AND SHALL FURNISH TO M AMI-DADE COUNTY PUBLIC WORKS DEPARTMENT A SIGNED AND SEALED COPY OF THE LAND SURVEYOR'S REFERENCE DRAWING. 4. ALL STATIONS AND OFFSETS REFER TO BASELINE OF CONSTRUCTION, UNLESS OTHERWISE STATED. 5. ALL GRADES SHOWN IN PLAN ARE FINISHED GRADES. 6, THE CONTRACTOR SHALL PAINT ALL STATIONS WITH STENCILED NUMBERS ON THE FACE OF CURB: A. FROM THE BEGINNING OF THE PROJECT WHERE THE CURB IS TO REMAIN. B. AT NEW CURB NOT LATER THAN 72 HOURS AFTER BEING POURED. C. WHERE CURB DOES NOT EXIST AND SHALL NOT BE CONSTRUCTED THE CONTRACTOR SHALL MAINTAIN STATIONING WITH SURVEYING STAKES. CONTRACTOR SHALL MAINTAIN THE STATION MARKS VISIBLE UNTIL FINAL INSPECTION. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE I-DADE COUNTY PUBLIC WORKS DEPARTMENT, AND ANY OTHER STATE OR LOCAL AGENCY WITH JURISDICTION. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION- ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 8, CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE EPA AND THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES). 9. THE LOCATION AND SIZE OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION AND SHOULD BE CONSIDERED APPROXIMATE ONLY ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY PRE -TRENCHING IN COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATION. ANY AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED IMPROVEMENTS MUST BE RESOLVED BY THE ENGINEER AND THE OWNER. THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED, 10 11 12 [BASELINE CONTROL SURVEY CONDUCTED BY MIAMI-DADE COUNTY] PLEASE CALL MR. MIKE WHITLING AT 305-375-2655 CONCERNING SURVEY RELATED OUEST10NS. EXISTING TOPOGRAPHIC INFORMATION WAS OBTAINED FROM SURVEY PREPARED BY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS. CONTRACTORSHALL CONTACT SUNSHINE STATE DNE-CALL AT 1.899)-432-4770 AT LEAST 48 HOURS PRIOR TO PERFORMING ANY DIGGING TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES. A CONTRACTOR'S REPRESENTATIVE MUST BE PRESENT WHEN UTILITY COMPANIES LOCATE THEIR FACILITIES, 13. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD AND UNDERGROUND UTILITIES. 14. I-DADE WATER AND SEWER DEPARTMENT REQUIRES THAT ACCESS TO ALL WATER AND SEWER VALVES, SANITARY MANHOLES, AND OTHER CONTROL MECHANISMS BE MAINTAINED THROUGHOUT CONSTRUCTION IN THE EVENT OF AN EMERGENCY TO ENSURE THE PUBLIC HEALTH AND SAFETY. COVERING VALVE BOXES AND MANHOLES CAN BE CONSIDERED UNAUTHORIZED OBSTRUCTION OF AND TAMPERING WITH DEPARTMENT UTILITIES. ALL REQUESTS FOR UTILITY ADJUSTMENTS MUST BE MADE IN WRITING AT LEAST TWO (2) WEEKS IN ADVANCE. FOR MANHOLE AND VALVES, CONTACT THE CONSTRUCTION MANAGEMENT SECTION, PUMP STATIONS UNIT, 30, SW 38 AVENUE, FAX NO. 505-F.-3828. THE DEPARTMENT WILL MAKE ONE FINAL AND PERMANENT ADJUSTMENT AT NO COST TO THE REQUESTING AGENCY FOR THE ADJUSTMENT OF WATER METERS, CONTACT THE CHIEF OF METER OPERATIONS AND MAINTENANCE, FAX NO. 395-545-3482. FOR ANY FIRE HYDRANTS THAT ARE DAMAGED OR BUMPED DURING CONSTRUCTION, CONTACT THE MDWASD HYDRANT SHOP AT 305-805-4575 BEFORE POURING CONCRETE FOR THE SIDEWALK. 1N THE EVENT OF A WATER OR SEWER EMERGENCY, CONTACT MIAMI DADE WATER AND SEWER DEPARTMENT AT 305-274-9272. THIS LINE IS OPEN 24 HOURS, T DAYS A WEEK. 15. KNOWN UTILITY COMPANIES IN THE PROJECT LIMITS INCLUDE, BUT ARE NOT LIMITED TO, COMPANY AT&T DISTRIBUTION AT&T MOBILITY COMCAST CROWN CASTLE FPL - DISTRIBUTION FPL - TRANSMISSION HOTWIRE COMMUNICATION LUM MIAMI-DADE COUNTY PUB IC WORKS AND TRAFFIC MCI TECO PEOPLE GAS SOUTH FLORIDA CONTACT DINO F RRUGIO JESSICA GRANT RICARDO DAVIDSON DANNY HASKETT MICHAEL VILLEGAS EDDIE FREAY WALTER SANCHO DAVILA NETWORK RELATIONS OCTAVIO VIDAL INVESTIGATIONS TEAM JOAN DOMNING TELEPHONE 305-990-6499 786-586-8505 786-610-7073 386-586-6403 305-938-1936 054-699- 0900 877-366-8344 X2 EMAIL DF1939@ATT-CUM JG135R@A77.COM RI CARDOA-DAVI DSON @CUM CAST.COM SOUTH FLDRIDAPLANSREVIEW@CROWNCASTLE.COM M I C HAE L V I LL E GAS@ F P L CO M EDDIE FREAYOFPLCOM WALTER SANCHO-DAVILA@HOTWIRECOMMUNICATION COM RELOCATIONSOLUMEN.COM 305-412-0891 X201 OCM@MIAMIDADE.GOV 800-624-9675 X2 ASG.INVESTIGATIONSTEAMOASGINC.US 813-275-3783 JDOMNING@TECOENERGYCOM 16. THE CONTRACTOR IS ADVISED THAT PROPERTIES ADJACENT TO THE PROJECT HAVE ELECTRIC, TELEPHONE, GAS, AND/OR SEWER SERVICE LATERALS WHICH MAY NOT BE SHOWN IN PLANS, THE CONTRACTOR MUST REP EST THE LOCATION OF THESE LATERAL SERVICES FROM THE UTILITY COMPANIES. THE ADDITIONAL COS OF EXCAVATING, INSTALLING, BACKFILUNG, AND COMPACTING AROUND THESE LATERAL SERVICES MUST BE INCLUDED IN THE BID RELATED ITEM FOR THE WORK BEING DONE. 1TANY DAMAGE TO PUBLIC OR PRIVATE PROPERTY SHALL BE RESTORED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 18 ANY ENCROACHMENT WITHIN THE LIMITS OF CONSTRUCTION SHALL BE RELOCATED OR PROTECTED BY THE ADJACENT PROPERTY OWNER AT THEIR EXPENSE, 19. CLEARING AND GRUBBING, GRADING AND OTHER INCIDENTAL WORK NECESSARY FOR HARMONIZATION OUTSIDE R/W 46 SHALL BE INCLUDED IN RELATED BID ITEMS. 20 ALL GRASS AREAS AFFECTED BY CONSTRUCTION SHALL BE RE -SODDED. 47 21. THE CONTRACTOR SHOULD TAKE SPECIAL NOTE OF SOIL CONDITIONS THROUGHOUT THIS PROJECT. ANY SPECIAL SHORING, SHEETING, OR OTHER PROCEDURE NECESSARY TO PROTECT ADJACENT PROPERTY, PUBLIC, OR PRIVATE DURING THE EXCAVATION OF SUBSOIL MATERIAL AND EXFILTRATION TRENCH, OR FILLING OF ANY AREA, OR FOR ANY OPERATION DURING CONSTRUCTION, SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 48 22. IF SHEETING, SHORING, OR DEWATERING, INCLUDING WELL POINTS ARE NECESSARY THE CONTRACTOR MUST MONITOR AND CONTROL ALL WORK THAT MAY CAUSE CRACKING TO ANY ADJACENT BUILDING, STRUCTIRE, OR PROPERTY AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES CASED BY THESE OPERATIONS. COST OF SHEETING, SHORING, OR DEWATERING SHALL BE INCLUDED IN THE RELATED BID ITEM FOR THE WORK BEING DONE. 49 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE DEWATERING PERMIT. COST OF THE PERMIT AND DEWATERING SHALL BE INCLUDED IN THE RELATED BID ITEM FOR THE WORK BEING DONE, 50 24. THE CONTRACTOR SHALL RESTRICT PERSONNEL, THE USE OF EQUIPMENT, AND THE STORAGE OF MATERIALS TO AREAS WITHIN THE LIMITS OF CONSTRUCTION AND DESIGNATED STAGING AREA. 51 25 EXPLORATORY OR PRE -TRENCHING IN THE ALIGNMENT AND GRADE OF PROPOSED PIPES STRUCTURES, FRENCH DRAINS, CONDUITS, POLE FOPUNDATIONS AND/OR SUB -GRADE SHALL BE PERFORMED SEVEN DAYS IN ADVANCE 52 OF ITS CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE UNDERGRAUND UTILITY OWNERS AND THE DEPARTMENT WITH IMMEDIATE NOTIFICATION OF ANY CONFLIC WITH PROPOSED CONSTRUCTION, THIS NOTIFICATION SHALL PROVIDE SURVEY INFORMATION ABOUT EXISTING UTILITY ALIGNMENT, GRADE AND POSSIBLE CONFLICTS_ PAYMENT FOR EXPLORATORY OR PRE -TRENCHING, SURVEY AND BACKFILUNG SHALL BE INCLUDED IN THE COST OF THE RELATED BID ITEM FOR THE WORK BEING DONE, 53 26. ALL DITCH EXCAVATIONS SHALL BE PERFORMED IN FULL COMPLIANCE WITH THE PROVISIONS OF THE TRENCH SAFETY ACT. 54 27. ALL EXCESS MATERIAL AS DESIGNATED BY THE ENGINEER, IS TO BE DISPOSED BY THE CONTRACTOR IN AREAS PROVIDED BY HIM WITHIN 72 HOURS OF BEING DEPOSITED IN THE CONSTRUCTION AREA AND AT THE CONTRACTOR'S 55 EXPENSE, 28. ALL DISPOSAL OF MATERIALS, RUBBISH, AND DEBRIS SHALL BE MADE AR A LEGAL DISPOSAL SITE IR BY OTHER PRIOR APPROVED MANNER, MATERIAL CLEARED FROM THE SITE AND DEPOSITED ON ADJACENT OR NEARBY PROPERTY WILL NOT BE CONSIDERED AS HAVING BEEN DISPOSED OF SATISFACTORILY. 29. ANY KNOWN OR SUSPECTED HAZARDOUS MATERIAL FOUND ON THE PROJECT BY THE CONTRACTOR SHALL BE IMMEDIATELY REPORTED TO THE PROJECT ENGINEER, WHO SHALL DIRECT THE CONTRACTOR TO PROTECT THE AREA OF KNOWN OR SUSPECTED CONTAMINATION FROM FURTHER ACCESS, THE ENGINEER WILL ARRANGE FOR INVESTIGATION, IDENTIFICATION AND REMEDIATION OF THE HAZARDOUS MATERIAL, THE CONTRACTOR SHALL NOT RETURN TO THE AREA OF CONTAMINATION UNTIL APPROVAL IS PROVIDED BY THE PROJECT ENGINEER, 30. EXISTING ABOVE GROUND FEATURES ARE SHOWN ACCORDING TO THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT PRESENT CONDITIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH CURRENT SITE CONDITIONS, AND SHALL REPORT DISCREPANDE TO THE ENGINEER PRIOR TO STARTING WORK. 31. CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING TREES, STRUCTURES AND UTILITIES, WHICH MAX NOT BE SHOWN ON PLANS, AY STRUCTURE, PAVEMENT, TREES OR OTHER EXISTING IMPROVEMENTS NOT SPECIFIED FOR REMOVAL WHICH IS TEMPORARY DAMAGED, EXPOSED OR IN ANY WAY DISTURBED BY CONSTRUCTION PERFORMED UNDER THIS CONTRACT, SHALL BE REPAIRED, PATCHED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 32. CONTRACTOR TO RELOCATE TREES AS DIRECTED BY THE ENGINEER.. CONTRACTOR SHALL AVOID DAMAGE TO ANY EXISTING TREES TO REMAIN, EXISTING TRESS SHALL BE REMOVED ONLY IF REQUIRED FOR CONSTRUCTIONS, THOSE TREES NOT INTERFERING WITH CONSTRUCTION SHALL BE PROTECTED IN PLACE, 33. THE CONTRACTOR SHALL USE A STREET SWEEPER (USING WATER) OR OTHER EQUIPMENT CAPABLE OF CONTROLLING AND REMOVING DUST, APPROVAL OF THE USE OF SUCH EQUIPMENT IS CONTINGENT UPON ITS DEMONSTRATED ABILITY TO DO THE WORK, 34. THE CONTRACTOR SHALL PREPARED AND SUBMIT SHOP DRAWINGS FOR ALL ITEMS USED IN THIS PROJECT. 35. WHEN DISSIMILAR MATERIAL CONNECTIONS ARE MADE, SUCH AS CONCRETE TO METAL, THE DISSIMILAR MATERIAL SHALL BE SEPARATED BY COATING THE CONTACT SURFACE WITH BITUMASTIC MATERIAL 36. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING AND NEW INLETS CLEAN OF MILLING MATERIAL, LIMEROCK DEBRIS, ETC, DURING THE CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. ALL LINES AND STRUCTURES SHALL BE CLEANED PRIOR TO FINAL INSPECTION AND ACCEPTANCE. 37. CAST IRON PRODUCTS: HEAVY-DUTY CLASSIFICATION SUITABLE FOR HIGHWAY TRAFFIC LOADS OR 16,O00 Les WHEEL LOADS 3B. STEEL GRATING AND COVERS: TRAFFIC CLASSIFICATION H-20: 15.990 LBS OVER 8'X20" AREA 39. EXISTING DRAINAGE STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION SHALL BE REMOVED UNLESS OTHERWISE NOTED. 40. EXISTING MANHOLES AND INLETS SCHEDULED TO REMAIN SHALL BE THOROUGHLY CLEANED BY REMOVING ALL DEBRIS AND SEDIMENTS, AND THE INTERIOR SHALL BE SEALED W AN APPROVED NON -TOXIC BITUMASTIC SEALANT. 41. PRIOR TO CONSTRUCTION, THE CONTRACTOR WILL INSPECT ALL EXISTING STRUCTURES WHICH ARE TO REMAIN AND NOTIFY THE ENGINEER OF ANY OBVIOUS STRUCTURAL DEFICIENCIES- 42. CONTRACTOR SHALL ADJUST ALL EXISTING CATCH BASINS, GRATES, AND STORM MANHOLE COVERS TO MEET NEW GRADES WHERE APPLICABLE. 43. ELEVATIONS AND OFFSETS SHOWN AT DRAINAGE STRUCTURES EFER TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. RADII ON CURB RETURNS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISED NOTED. 45. PRIOR TO CONSTRUCTION, THE CONTRACTOR WILL VERIFY I VERT ELEVA IONS OF ALL PIPES WHICH ARE TO REMAIN A D NOTIFY THE ENGINEER OF ANY ELEVATIONS DEVIATIONS, VllaRORTADON AND PUBLIC RORK BRIOKELL AVENUE& 114 TERR INTERSECTION IMPROVEMENT PROJECT NO 2019-0335 SHEET 5 OE 22 THERE SHALL BE NO MORE THAN THREE LATERAL DRAINAGE INSTALLATIONS WITHOUT BACKFILUNG, BACKFILUNG OF LATERAL DRAINAGE SHALL NOT LAG MORE THAN 72 HOURS BEHIND THE START OF EXCAVATION, SPECIAL ATTENTION IS DIRECTED TO HE FACT THAT PORTIONS OF SOME DRAINAGE STRUCTURES EXTEND INTO THE STAB UZED PORTION OF THE ROADBED AND EXTREME CAUTION SHOULD BE USED IN THE STABILIZING OPERATIONS AT THESE LOCATIONS, THE CONTRACTOR SHALL BE RESPON IBLE FOR THE PROVISION, INSTALLATION, AND MAINTENANCE OF ALL TRAFFIC CUNT OL AND SAFETY DEVICES IN ACCORDANCE WI TH ITH SPECIFICATIONS OUTLINED IN THE PUBLIC WORKS DMANUAL THE MANUAL FOOT DESIGN OF UNIFORM TRAFFIC CONTROL DEVICES, AND THE FOOT DESIGN STANDARDS. WHERE NEW PAVEMENT MEETS EXISTI G, CONNECTION SHALL BE MADE IN A NEAT STRAIGHT LINE AND FLUSH WITH THE EXISTING PAVEMENT. THE LOCATION OF SOME DRIVEWAYS S APPROXIMATE VERIFICATION OF EXACT LOCATION AND DIMENSION IS RECOMMENDED, EXISTING DRIVEWAYS WITHIN THE LIMI S OF THIS PROJECT ARE TO BE REPLACED AT THE SAME LOCATION AND WIDTH, UNLESS OTHERWISE SHOWN IN THE PLANS. WHERE CONNECTIONS TO EXISTING SIDEWALKS AND DRIVEWAYS ARE NOT INDICATED ON PLANS, PROPER CONNECTIONS ARE TO BE MADE AS DIRECTED BY THE ENGINEER. DROP CURB AND DRIVEWAY CONNECTIONS SHALL BE PROVIDED FOR ACCESS TO ALL PRIVATE PROPERTIES ADJACENT TO THE PROJECT, PAYMENT SHALL BE INCLUDED IN THE COST OF RELATED BID ITEMS. CONTRACTOR TO INSTALL 1/2" PREFORMED EXPANSION JOINT WHEN PROPOSED SIDEWALK IMPROVEMENTS IS IMMEDIATELY ADJACENT TO EXISTING CONCRETE SLAB AND/OR BUILDING. THE SIDEWALK AT DRIVEWAY TURNOUTS SHALL BE 6" CONCRETE. ALL BUS STOP SIGNS TO BE FURNISHED BY MIAMI-DADE TRANSIT. ENGINEER TO CONTACT MIAMI-DADE COON, TRANSIT AT (395) 637-3753 ONE (1) WEEK PRIOR TO POURING SIDEWALKS AND COORDINATE THE REMOVAL AND REPLACEMENT OF BUS STOP SIGNS AND BENCHES. 56. COMPLETE AS -BUILT INFORMATION RELATIVE TO LOCATION AND DEPTH OF PIPES, MANHOLES, ETC. SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK. ALL ELEVATIONS SHALL BE TAKEN BY A FLORIDA REGISTERED SURVEYOR AND SHOWN ON THE RECORD DRAWINGS, 57 58 59 DESIGN WATER TABLE ELEVATION: 2.5 FT MIAMI-DADE COUNTY FLOOD CRITERIA ELEVATION: 5,0 FT THE INFORMATION PROVIDED IN THESE DRAWINGS 15 SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH WILLBE ENCOUNTERED DURING THE COURSE OF WORK, THE CONTRACTORS ARE DIRECTED PRIOR TO BIDDING, TO CONDUCT WHATEVER INVESTIGATIONS THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED AND UPON WHICH BIDS WILL BE BASED. REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION STEPHEN ALLEN HUGHES, P.E. LICENSE NUMBER: 64740 CTS ENGINEERING, INC. 3230 W- COMMERCIAL BLVD-, SUITE 220 FORT LAUDERDALE. FL 33309 NAME DATE NAME DATE DESIGNED BY LF 7/7/2023 DRAWN BY LF 7/7/2023 CHECKED BY FF 7/7/2023 CHECKED BY FF 7/7/2023 SUPERVISED BY: STEPHEN A. HUGHES. P.E. MIAMI-DADE Emma DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION FLOP. 31.2.0 GENERAL NOTES BOSTON CONSULTING GROUP R/W LINE - ----------SFOCr1rV(Q)- - - - - - - BFOc W(D) (D) Fictftel VV(DT W(D +65.69 51.56 LT, +55.69 51_56 LT. +55,69 43.49 LT. 4zo6' LT. 45.08 45.0046.' LT21 +65.69 +25,76 43.49 LT. 51,57 LT. +13. 76 51,56' LT, BRIBB-10)0) BEM 64F05()- BTV(D)- 52' +13.76 +25.76 +78.13 u/(OT - - - LIV(D)- 45:46- -Li.-4,5181bi LT. - - +84,36 -45�46- LT, BEGIN PROJECT STA. 9+13.76 SURVEYBRICKELL AVE 9 43, 49' LT, 11L12 5144E +78.13 51,56 LT. +91.83 51.56 LT. BANK UNITED +45.08 51.56 LT, +56.23 51.56 LT. - MIAMI-DADE WATER VALVES TO BE ADJUSTED J9-BFOC(D)---- ETV(D)61.34 45.63 LT +61.39 54 LT, +47.81 O 45,55 LT. +47,52 +47.67 10 39.49 LT. 45,01 LT. 11 +91.83 43.49 LT, VH&HORTAIION AND PUBLIC &ORA BRICKELL AVENUE& 114 TER, INTERSECTION IMPROVEMENT PROJECT NO 2019-0335 SHEET 6 OF 22 -R/W LINE BFOC(D)---- BFOC(D) BTV(D)- - - --BTV(0) NISI, CONCRETE TOVVRDMAIN W(DT - - - - kV(0) W(DT V (DT-IVI(D) -G(0) -G(D) - -G(D) G(D) -- D _BTVlDI BTv/D1 _ ��(( - -_ --_ 0FOC(D)- - - - --5-9(0) B BFOC(D) R/W LINE - FOUR SEASONS HOTEL MIAMI BRICKELL AVE +51.26 34,48 RT, G(0) G(0) OC(D)--_`UY)Y=--8FG7C(D)-)-BEI4-€E BT(D)- - BT(D)- - - - H3j BFOC(D)- - - - BFOC(D) BFOC(D)- BEM) C&G_ TY) C( MATCH EXIST, +48,87 34,46' RT. MANHOLE TOP TO BE - ADJUSTED BY OTHERS 64.45RT. 81.12 11 END C&G TYPE F MATCH EXIST. +81,13 74.33' RT. 1) R/W LINE - \ +35,40 34.40 RT. 8(64) ,- - - - - - -c cR(‘)D C&G-TYPF8E BFOC(D) -BF(B) - -BE(D - MATCH EXIST. (8) - - - �- BFOC(D)- - - - +72. 38 - - - BFOC(D)- - - - 34.46' RT. MANHOLE TOP TO BE ADJUSTED BY AT&T - MANHOLE TOP TO BE ADJUSTED BY FPL +16.12 54.88 RT, BEGIN C&G TYPE F MATCH EXIST. +16.08 64,00' RT. -R/W LINE LEGEND: BFOC(D)- BTV(D)- - - - - 3(D) - - - --IVV(0) V(0) I/V(D)- - - - VV(0)- VV(D) END PROJECT STA. 10+72.43 k SURVEY BRICKELL AVE - - - -G(D) -G(D) G(D) G(D)- - -EBGTV(D)-- BTV(D) ETV(0)- - - - - --BTV(D) 18TB T BFOC(D)_ - - - - ET(D3 _EFOr(D) . -BT(D) BFOC(DJ J T(D) - - B BE(D) BE(D) -drdwrdNE----- BFOC(D) 4" CONCRETE SIDEWALK DETECTABLE WARNING SURFACE SANTANDER BANK BRANCH REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION STEPHEN ALLEN HUGHES, P.E. LICENSE NUMBER: 64740 CTS ENGINEERING, INC. 3230 W. COMMERCIAL BLVD., SUITE 220 FORT LAUDERDALE, FL 33309 NAME DATE NAME DATE DESIGNED BY LF 7/7/2023 DRAWN BY LF 7/7/2023 CHECKED BY FF 7/7/2023 CHECKED BY FF 7/7/2023 SUPERVISED BY: STEPHEN A. HUGHES. P.E. MIAMI-DADE ECM DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION FLOP. 31.2.0 ROADWAY PLAN SUMMARY OF QUANTITIES PAY ITEM NO. DESCRIPTION UNIT SHEET NUMBER GRAND TOTAL 8 ()RIG. FINAL ()RIG, FINAL ORIG, FINAL ORIG, FINAL ORIG, FINAL 700-1-1113 SINGLE POST SIGN, F&1 GROUND MOUNT, UP TO 12 SF AS. 6 W1-7 (TWO -DIRECTION LARGE ARROW SIGN) 11-2 (PEDESTRIAN CROSSING SIGNS) 11116-PL (DIAGONAL DOWNWARD POINTING ARROW SIGNS) 01.11-1 (OBJECT MARKERS TYPE 1 SIGNS) 700-1-60 SINGLE POST SIGN, REMOVE AS. 4 4 706-1-12 REFLECTIVE PAVEMENT MARKERS (CLASS 0, MONO OR BI-DIRECTIONAL, ALL COLORS) FA 92 92 - 1-121 THERMOPLASTIC (WHITE) (SOLID) (6) LF 960 960 - -123 THERMOPLASTIC (WHITE) (SOLID) (12) LF. 201 201 711-11-125 THERMOPLASTIC (WHITE) (SOLID) (2, LF, JJ JJ -418 THERMOPLASTIC, ip (WHITE) (100(KIP) (6" L.F.2T- 711-11-,0 THERMOPLASTIC (WHITE) (ARROWS) EA. 4 711-11-221 THERMOPLASTIC, YELLOW, SOLID (6' LF. 489 489 711-, REMOVAL OF EXISTING THERMOPLASTIC PAVEMENT MARKINGS S.F. 1257 1257 V1 BRICKELL AVENUE& 14 TERR INTERSECTION IMPROVEMENT PROJECT NO 2019-0335 SHEET 7 OF 22 PAY ITEM NOTES: 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL CONFORM W THE CURRENT EDUION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS. 2. ALL EXISTING SIGNS ARE TO REMAIN UNLESS OTHERWISE SPECIFIED_ BEFORE STARTING THE PROJECT, THE CONTRACTOR WILL REVIEW EXISTING SIGNS SHOWN ON THE PLANS TO BE RELOCATED OR TO REMAIN, THE CONTRACTOR WILL NOTIFY IN WRITING TO THE PROJECT ENGINEER OF ANY MISSING SIGNS BEFORE CONSTRUCTION STARTS, SIGNS DAMAGED BY THE CONTRACTOR'S OPERATIONS WILL BE REPLACED AT NO COST TO THE COUNTY. IF EXISTING SIGNS TO BE RELOCATED HAVE A DAMAGED POLE OR A POLE NOT MEETING HEIGHT SPECIFICATION REQUIREMENTS, THE COST OF A NEW POLE WILL BE INCLUDED IN THE RELOCATION BID ITEM, 3, ALL PAVEMENT MARKINGS, MESSAGES, AND ARROWS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. REFLECTIVE PAVEMENT MARKERS ARE TO BE PLACED ALONG THE ENTIRE LENGTH OF THE PROJECT. MATCH EXISTING PAVEMENT MARKINGS AT THE BEGINNING AND AT THE END OF THE PROJECT AND AT ALL SIDE STREETS WITHOUT JOGS OR OFFSETS. 6. THE CONTRACTOR SHALL REMOVE EXISTING MARKINGS BY FOOT APPROVED METHOD WITHOUT DAMAGE TO THE FRICTION COURSE_ SIGN ASSEMBLY LOCATIONS SHOWN ON PLANS WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES, DRIVEWAYS, WHEELCHAIR RAMPS, ETC. MAY BE ADJUSTED SLIGHTLY AS DIRECTED BY THE ENGINEER EXTREME LOCATION CHANGES MUST RE APPROVED BY MIAMI-DADE SIGNALS AND SIGNS DIVISION. 8. THE CONTRACTOR SHALL RELOCATE ALL EXISTING POST -MOUNTED STREET NAME AND STOP SIGNS TO A VISIBLE AREA UNDISTURBED BY THE CONSTRUCTION SO AS TO MINIMIZE DAMAGE TO THE SIGNS- NEW STREET NAME SIGNS WILL BE ATTACHED AT THE TOP OF THE NEW STOP SIGNS ON MINOR SIDE STREETS AT THE END OF CONSTRUCTION. 9. THE CONTRACTOR SHALL INSTALL ADVANCED WARNING SIGNS W3-1 (STOP AHEAD) AND W3-3A (SIGNAL AHEAD) ON RESPECTIVE SIDE STREETS ACCORDING TO STANDARDS DIRECTED BY THE ENGINEER. 10. EXTRUDED ALUMINUM SIGN SUPPORT CLAMPS ARE NOT ACCEPTABLE. ALL RELOCATED SIGNS MUST COMPLY WITH THE DESIGNS STANDARDS AS IF THEY WERE NEW SIGNS. IF EXISTING CLAMPS, BRACKETS, POLES, ETC. NEED TO BE REPLACED, THE COST SHALL BE INCLUDED IN THE RELOCATION PAY ITEM. 11, ANY SIGNING, MATERIALS, INCLUDING SUPPORTS, TO BE REMOVED AS NOTED ON PLAN SHEETS, SHALL BE DELIVERED BY THE CONTRACTOR IN EXISTING CONDITION, IN CARE OF THE STOREKEEPER AT THE MIAMI-DADE COUNTY MAINTENANCE YARD, 71, NW 36 STREET, MIAMI, FL 33166. 12. SCHOOL CROSSING SIGNAGE AND SCHOOL SPEED ZONE SIGNAGE TO CONFORM WITH MUTCD/FDOT STANDARDS (FLUORESCENT YELLOW -GREEN BACKGROUNDS), 13, REFLECTIVE PAVEMENT MARKERS AS PER MOS STANDARD INDEX NO T06-001. REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION STEPHEN ALLEN HUGHES, P.E. LICENSE NUMBER: 64740 CTS ENGINEERING, INC. 3230 W- COMMERCIAL BLVD-, SUITE 220 FORT LAUDERDALE. FL 33309 NAME DATE NAME DATE DESIGNED BY LF 7/7/2023 DRAWN BY LF 7/7/2023 CHECKED BY FF 7/7/2023 CHECKED BY FF 7/7/2023 SUPERVISED BY: STEPHEN A. HUGHES. P-E- MIAMI-DADE Emma DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION FLOP. 31.2.0 SIGNING AND PAVEMENT MARKINGS SUMMARY OF QUANTITIES BOSTON CONSULTING GROUP —R/W LINE COM1-1C COM1-1) CW1-7 C COM1-1) 18"x18" 18"x18" 18"x18" 0700 1 11B 0700 1 11B 0700 1 11B 0700 1 11B STA, 09+98 STA. 10+03 STA. 10+08 STA, 10+13 »mad ---------8§A4c(RA - Bt[0§00)---------BEM D J/IQJ BFDC (D) - - - - - - _ pr /p) 570)/�D ,WVR ETV(DI ___, BFOCYDI_-----------BFOC(DJ�HITE--- �F-= \-----BFDClO) - �fl � W(D}--- )1(0) VVD WD 11 YID}_= 0' SKIP) 6 WHITE 10-3 ( } ( }- ( WITH iN/R-40'-O.C..- }---17" WHITE- CRMED BRICKELL AVE ON EXISTING � T CID) EXISTING SIGN (TO REMAIN) (sus srua`I EXISTING SIGN (TO REMAIN) 0700 1 601 STA, 10+51 TO BE REMOVED aiami TROLLEY' �•K� gKEY I I Rr[XELL ) BISCAYNE CITY HALL 06822 J BANK UNITED W(D)- - - - - kV(D} BEGI�r8�2OJECT I/V(D) BEGIN SIGNING AND PAVEMENT MARKINGS STA, IE SURVEY BRICKELL AVE -G(D) - -G(DI- - - - MATCH EXI 'FI9G SN(yp��Q� - -eT9 EE-MENT_MARKINC T D, Y p'_ - --817C31'(Dl _ - FOC(D)- - — - - e D --BFOC(D)--" B pp,e�Er - - - - - - - - -"r f61 Br DI- - BT(D)- - 6" YELLOW — 9 m 257 4 E ONCRE E HEADERS DURAB E PAINT DUFRABLE PAINT' YELLOW YELLOW 10 8 v I 6" WHITE \4 Fi)- WAR RPMs @ 20' O.C. MD/Y RPM$ — 9 I98 90 -0IDMD)Y RPMS— G(D) 11. BFOC(D) PAW LINE — G(D) G(D) 24" WHITE 3F87C(D)-8Ei1Yj €F 6" WHITE — BFOC(D)- - -- BFOC(D) BFOC(D) FOUR SEASONS HOTEL MIAMI BT(D) i3%1'- - BFDC(D) / 4/ �7Iy`�• O \ ) 24" WHITE — EXISTING SIGN 6" WHITE — (TO REMAIN) WB YELLOW WITH YAYRPMs @ 40 O.C. 6" WHITE WITH — W/R RPMs 20' O.C. BEGIN WORK (MATCH EXIST — PAVEMENT MARKINGS) STA. 20+87.18 ( SE 14TH TERR 6" WHITE — RAW LINE — II 2" \TITE PPEFORMED ON -EXISTING CONCRETE HEADERS TV(S)- - 2 0' MIAMI-DADE COUNTY VUORTATION AND PUBLIC INOPIE BRICKELL AVENUE44 114 THE? INTERSECTION IMPROVEMENT PROJECT NO 2019-0335 SHEET S OE 22 CW11-2) 36%36" CW16-7P0 24"x12" 0700 1 11B STA.10+53 \< BFOC(D) - BFOC(D) 1,0 ETVJD)/ - -6T-WHITE- --eTV(D) [, WHITE VV(D} — 6" WHITE WITH WAR RP Ms @ 20 11 — 6" YELLOW GE EXISTING SIGN (TO REMAIN) fob I wLCD I L) — RAW LINE BFOC(D) ETV(D) END PROJECT BFOC(D)- BTV(D)- - - - - 11' (D)ENDSIGNING MLO(B(2VEMENT_MARKINIRRD}- STA, FE SURVEY BRICKELL AVE C 11' MATCH EXISTING PAVEMENT MARKINGS 0 6" WHITE (10'-30' SKIP) 11' WITH W/R RP Ms @ 40' O.C. ;(D/ - - - -G(D rTURNING II [BF.ICKCLL A4� VEHICLES I II 7,) I I�IIwI II IVTD 1-1,IIwpII lxll L)(J STA. 10+24 111\S T 0 PI', TO BE REMOVED \ 1 —R/W LINE 0700 1 60 0 110L J 0700 1 601 ,„711 N(D}L��I VV(D# EXISTING SIGN (TO REMAIN) L,l G(0) I V(D) G(0) G(D)- - -ETV( DI- - - - - - - STV(D)- - - �- EFDS4) - -BT(D) FOC(C( ) r(D} B g(q:�HI-TE B SE(DI 0) RAW LINE BFOC(D) STA, 10+20 TO BE REMOVED 0700 1 60 STA, 10+35 TO BE REMOVED SANTANDER BANK BRANCH BE(D) CW11- 2) 36'x36-- CW16-7PL) 24"x12-- BFOC(D) 0700 1 11B STA.10+35 REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION STEPHEN ALLEN HUGHES, P.E. LICENSE NUMBER: 64740 CTS ENGINEERING, INC. 3230 W. COMMERCIAL BLVD., SUITE 220 FORT LAUDERDALE. FL 33309 NAME DATE NAME DATE DESIGNED BY LF 7/7/2023 DRAWN BY LF 7/7/2023 CHECKED BY FF 7/7/2023 CHECKED BY FF 7/7/2023 SUPERVISED BY: STEPHEN A. HUGHES. P.E. MIAMI-DADE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION FLOP. 31.2.0 SIGNING AND PAVEMENT MARKING PLAN TABULATION OF QUANTITIES DESCRIPTION UNIT SHEET NUMBERS 8 ORIG. FINAL ORIG. FINAL ORIG. FINAL 522-2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 63D-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 824 824 632-7-1 SIGNAL CABLE -NEW OR RECONSTRUCTED INTERSECTION. FURNISH & INSTALL PI 1 1 633-4-1 SIGNALS COMMUNICATION CABLE -TWISTED PAIR CABLE, FURNISH & INSTALL LF 556 556 635-2-11 PULL & SPLICE BOX, F&I, 13" X 24" COVER SIZE EA 21 21 639-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1 1 639-2-1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 325 325 539-3-11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1 1 641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II PEDESTAL EA 1 1 646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 4 4 649-21-1 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 30' EA 1 1 649-21-3 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 40' EA 1 1 649-21-6 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 50' EA 1 1 65D-1-14 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY EA 653-1-11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY EA 4 4 66D-4-11 VEHICLE DETECTION SYSTEM- VIDEO, F&I CABINET EQUIPMENT EA 3 3 66D-4-12 VEHICLE DETECTION SYSTEM- VIDEO, F&I ABOVE GROUND EQUIPMENT EA 3 3 665-1-12 PEDESTRIAN DETECTOR, FURNISH & INSTALL, ACCESIBLE EA 4 4 670-5-110 TRAFFIC CONTROLLER ASSEMBLY, F&I, NBA A5 1 1 684-1-1 MANAGED SIELD ETHERNET SWITCH, FURNISH & INSTALL EA 1 1 685-1-13 UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, LINE INTERACTIVE WITH CABINET EA 1 1 70D-3-201 SIGNAL PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF EA 2 2 70D-5-21 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL GROUND MOUNT, UP TO 12 SF EA 3 3 MHMHDADE COUNTY V8,13EOREATON AND PORED PORK BRICNELL AVENUE & 114 TERR INTERSECTION IMPROVEMENT SIGNALIZATION GENERAL NOTES: THE CONTRACTOR SHALL PERFORM AN INVENTORY OF THE EXISTING INTERSECTIONS PRIOR TO THE BEGINNING CONSTRUCTION ACTIVITIES, AND SUBMIT TWO (2) COPIES OF THE INVENTORY REPORT, LISTING ALL OPERABLE AND INOPERABLE SIGNAL ITEMS TO THE ENGINEER. ALL DAMAGED ITEMS SHOULD BE CLEARLY IDENTIFIED IN THE REPORT. THE SIGNAL MAINTAINING AGENCY IS: MIAMI DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNAL & SIGN DIVISION_ (CONTACT D6 MARATHON CONSTRUCTION TO DETERMINE THE APPROPRIATE SIGNAL -MAINTAINING AGENCY FOR PROJECTS WITHIN MONROE COUNTY). 3. EACH MAST ARM POLE FOUNDATION SHALL INCLUDE TWO SPARE CONDUITS THAT ARE TERMINATED IN THE ASSOCIATED PULL BOX, A MINIMUM OF THREE CONDUITS HAS TO BE PROVIDED To EACH POLE_ DELIVER SALVAGEABLE MATERIAL TO THE MIAMI.-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT TRAFFIC SIGNALS & SIGNS DIVISION: 7100 N W 36TH STREET MIAMI, FLORIDA 33166 RECEIPTS MUST BE OBTAINED FROM THE ABOVE AGENCY AND SUBMITTED To THE PROJECT ENGINEER TO RECEIVE PAYMENT FOR REMOVAL ITEMS: (NOTE TD DESIGNER: ON FEDERAL AD PROJECTS ADD: COST TO BE INCLUDED IN PAY ITEM 110-86 DELIVERY OF SALVAGEABLE MATERIALS), 5. SIGNAL EQUIPMENT CONSIDERED SAVA.8BLE IS AS FOLLOWS: CONTROLLERS, CONTROLLER CABINETS, CONTROLLER HARDWARE AND SOFTWARE, FLASHERS, COMMUNICATION DEVICES AND HARDWARE, SIGNAL HEADS, MAST -ARM POLES AND ASSOCIATED HARDWARE, MOUNTED MAST AM SIGNS, PEDESTRIAN DETECTORS, PEDESTRIAN SIGNAL HEADS. ALL OTHER EQUIPMENT SHALL BE DISPOSED OF AT THE CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT IN WRITING, NO LESS THAN 14 WORKING DAYS IN ADVANCE OF THE NEED FOR ELECTRICAL POWER SERVICE HOOKUPS OF SIGNALIZATION / STREET LIGHTING FACILITIES, THE CONTRACTOR SHALL SUBMIT A LETTER OF REQUEST ALONG WITH AN AFFIDAVIT OF GENERAL ELECTRICAL WORK, SIGNED AND CERTIFIED BY A MASTER ELECTRICIAN. INSTALLATIONS OF NEW PULL BOXES SHALL BE PERFORMED BY A QUALIFIED ELECTRICAL CONTRACTOR. WHEN NEW PULL BOX IS REPLACING EXISTING PULL BOX, THE CONTRACTOR SHALL ADJUST CONDUITS AND CABLES TO FIT THE NEW PULL BOX ELEVATION. COST OF ADJUSTMENTS IS INCLUDED IN THE PULL BOX PAY ITEM. P. THE CONTRACTOR SHALL RESPOND TO ALL TROUBLE CALL DISPATCHES AND REPORTED MALFUNCTIONS OF TRAFFIC SIGNAL WITHIN (2) HOURS: CLEAR DISPATCHES WITH THE TRAFFIC CONTROL CENTER (TCC) OPERATOR OR TIMING ENGINEER AT 305-592-8925 EXT. 248. THE CONTRACTOR SHALL NOTIFY THE MIAMI DADE PUBLIC WORK AND WASTE MANAGEMENT DEPARTMENT; TRAFFIC SIGNAL & SIGN DIVISION DAILY, VA E-MAIL AND FAX 305-477-6422, OF THE SIGNAL AND ELECTRICAL WORK LOCATIONS, ALL THE DAILY E-MAIL AND FAXES SHALL BE SENT BETWEEN 9:00 AM AND 8,00 AM, 10. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF FOUR (4) SPARE SIGNAL CONDUCTORS FROM EXISTING MAST ARM AND PEDESTRIAN POLES TO THE CONTROLLER CABINET. 11 GALVANIZED STEEL COUPLINGS AND FITTINGS WHEN INSTALLED IN DIRECT CONTACT WITH THE SOIL OR IN CONCRETE SHALL BE COATED WITH A PROTECTIVE ANTICORROSION PAINT, ASPHALT COMPOUND, OR OTHER EQUIVALENT PROTECTION TO HELP PREVENT DETERIORATION. REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION LISSY C. LA PAIR, P.E. LICENSE NUMBER: 92210 CTS ENGINEERING, INC. 3230 W. COMMERCIAL BLVD., SUITE 220 FORT LAUDERDALE, FL 33309 NAME DATE NAME DATE DESIGNED BY LL T/1T/2023 DRAWN BY ARR 7/1 P /2023 CHECKED BY LL T/21 /2023 CHECKED BY SH 7/21/2023 SUPERVISED BY: LISSY C. LA PAIR. P.E. MIAMI-DADE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION SIGNALIZATION SUMMARY OF QUANTITIES SIGN DETAILS Brickell Av LED IISNS SINGLE SIDED 24" X 72" 700-5-21 1 EA 0 8 SE 14 Ter LED IISNS SINGLE SIDED 24" X 72" I 700-5-21 I inns ®F�:a 30"X5A R10-130" 1700-3-201 I 2 EA 1 EA TRAFFIC SIGNAL HEADS DETAILS ®®® GOD 3-SECT 1-WA6 3-SECT , SIGNAL OPERATING PLAN 2 5 r P6 PHASE 1 PHASE 2 PHASE 3 TF 1 I TF 2 I TF 3 --� 0.0 0.0.N 4I9 L!� 36X36 RQ3-18L°° I 700-3-201 I 1 EA VIDEO DETECTION CONNECTION CHART VIDEO DETECTION DETECTOR MOVEMENTS ZONE V1 2 & 5 V2A, V2B V5A V2 4 V4A, V4B V3 6 V6A, V6B PEDESTRIAN SIGNAL HEADS AND SIGN DETAILS O 0 4 PED, SIGNAL COUNT -DOWN 1-SECT., 1-WAY 4 AS 653-1-11 ;L7 ■ 11 R10-3E (LEFT) 9' X 15" 3 EA Iiiiiii ■ R10-3E LEFT) 9' X 15" 1 EA CONTROLLER TIMINGS MOVEMENT NUMBER 1 2 3 4 5 6 7 8 DIRECTION SB WB SBL NB APPROACH POSTED SPEED (MPH) 30 25 30 30 zo ALL RED DISTANCE (FEET)* 72 75 81 55 u YELLOW CLEARANCE 4.0 3.4 3.7 4.0 ALL RED** 2.1 2.2 2.4 2.0 PEDESTRIAN MOVEMENT o P4 P6 z LEADING PEDESTRIAN INTERVAL*** 8 7 PED. CROSSING DISTANCE (FEET) 75 49 PEDESTRIAN WALK 7 7 PED. CLEARANCE INTERVAL 22 14 NOTE: FINAL TIMING TO BE VERFIY AND APPROVED BY T.S.S WIDTHEFARE THE EDGE INTERSECTION, CCONFLICTING IN FEET, TRAFFICU LANEFALONGH THE NEAR—SIDEACTUALLVEHICLE P LINE PATH FOR ALL RED CALCULATIONS, THE APPROACH SPEED FOR LEFT TURN MOVEMENTS IS 20 MPH. PROGRAM LEADING PEDESTRIAN INTERVAL OF 8 SECONDS FOR P4. CONDUITS 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 3 LF (2 RUNS: 4 PEDS) 9 LF (1 RUN: 2 PEDS) 4 LF (2 RUNS: 1 PED, 1 PUSH BUTTON) 12 LF (1 RUN: 1 PED) 43 LF (2 RUN: 1 PED) 9 LF (1 RUN: 1 PED) 3 LF (2 RUNS: 1 PED, 1 PUSH BUTTON) 7 LF 1 RUN: 2 PEDS) 3 LF 2 RUNS: 1 PED, 1 PUSH BUTTON) 19 LF (1 RUN: 1 PED) 4 LF 2 RUNS: 3 SIGNALS) 5 LF 1 RUN: 1 SIGNAL) 3 LF (1 RUN: 1 SIGNAL) 27 LF (1 RUN: 2 SIGNALS) 6 LF (2 RUNS: 3 VIDEOS) 7 LF (1 RUN: 1 VIDEO) 4 LF (1 RUN: 1 VIDEO) 26 LF (1 RUN: 2 VIDEOS) 79 LF (3 RUNS: 1 PED, 2 SIGNALS, 2 VIDEOS) 15 LF (1 RUN: 1 PED) 3 LF 2 RUNS: 1 PED, 1 PUSH BUTTON) 68 LF 1 RUN: 2 SIGNALS) 4 LF (1 RUN: 1 SIGNAL) 28 LF (1 RUN: 1 SIGNAL) 4 LF (1 RUN: 1 SIGNAL) 66 LF (1 RUN: 2 VIDEOS) 5 LF (1 RUN: VIDEO) 30 LF (1 RUN: VIDEO) 3 LF (1 RUN: VIDEO) 12 LF (1 RUN: ELECTRICAL) 15 LF (1 RUN: POWER) 288 LF (1 RUN: POWER) 10 LF (1 RUN: POWER) 630-2-12 633-4-1 824 LF 556 LF CONTROLLER ITEMS: CO PROPOSED TRAFFIC CONTROLLER MODEL 2070LX WITH MD-660X CABINET STA. 10+34.38, 50.47' RT. 522-2 632-7-1 660-4-11 660-4-12 670-5-110 684-1-1 685-1-13 7 SY 1 PI 3 EA 3 EA 1 AS 1 EA 1 EA SD PROPOSED SERV. DISCONNECT WITH METER STA. 10+38.32, 50.13' RT, 639-1-122 639-2-1 639-3-11 641-2-12 MAST ARM 1 AS 12 LF 1 EA 1 EA POLES: 1 EA 1 EA 1 EA 649-21-1 649-21-3 649-21-6 PEDESTRIAN PEDESTALS: 4 EA 4 EA 646-1-11 665-1-12 TO EXISTING SERVICE POINT LOCATED 317LF NORTH AT SE CORNER OF SE 14TH ST. AND BRICKELL AVE, 120/240V 1 PHASE, 3 WIRES. pUP NW -CORNER 'IBRICKELLI AVE N1IE-CORN BRICKELL AVE. -14 0 10 40 Feet BRIOELL 14AMIENiIE 1 7 7'a - 0F®0I9D,LI NE PROP. PEDESTRIAN PEDESTAL STA, 9+70.55, 55.23 T y ; o _ II 1 3I, II 73 II A =D R/W LINE— MIAMI-DADE COUNT( 4,. A1 oIN oN ORTATION AND PUBLIC 6/ORN BRICKELL AVENUE & 14 TERR . INTERSECTION IMPROVEMENT PROJECT NOrz01 P PROP. SINGLE MAST ARM POLE POLE LOCATION = STA. 9+59.73, 49.13' LT. ARM LENGTH = 50' ARM BEARING = 576'55'13"E PROP, PEDESTRIAN STA. 10+26.25, CONTROLLER OPERATIONS MAJOR STREET: BRICKELL AVE (DESIGN SPEED = POSTED SPEED = 30 MPH) MINOR STREET: SE 14 TERRACE (POSTED SPEED = 25 MPH) 2 FLASHING OPERATION: MOVEMENTS 2 & 6 - FLASHING YELLOW, MOVEMENTS 4 & 5 - FLASHING RED. 3 PHASES 1 & 3 ACTUATED. PHASE 2 RECALL. 4 MOVEMENT 5, PROTECTED ONLY. 5 COORDINATION IS PHASE 2. PROP. SINGLE MAST ARM POLE POLE LOCATION = STA. 9+86.52, 49. 02' LT. ARM LENGTH = 30' ARM BEARING = N13°13'02"E PEDESTAL 51.73' RT. R/W LINE PROP PEDESTRIAN PEDESTAL STA 10+46.51, 43.95' LT. R/W LINE j0 BFOC(0) Ti,9,eTV(D)- - 0 0 PROP1I1'(DESTRIAN PEDEST L • 43. 55' RT. BRICKELL _A lkI AVENUE --AT7r 8ei eF eP!)Es�f�� 44 8FOC(D)-- ©PROP. SINGLE MAST ARM POLE POLE LOCATION - STA. 10+37.30, 47.74' RT. ARM LENGTH = 40' ARM BEARING = N76'47'28"W PULL BOXES: 635-2-11 I 21 EA o PULL BOX — • • — CONDUIT - DIRECTIONAL BORE .1 PROP. VEHICLE VIDEO DETECTION CAMERA BRICKELL AVE & SE 14TH TERRACE INTERSECTION ID #7649 REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION LISSY C. LA PAIR, P.E. LICENSE NUMBER: 92210 CTS ENGINEERING, INC. 3230 W. COMMERCIAL BLVD., SUITE 220 FORT LAUDERDALE, FL 33309 NAME DATE NAME DATE DESIGNED BY LL 7 /17 /2023 DRAWN BY ARR 7 /16 /2023 CHECKED BY LL 7/21 /2023 CHECKED BY SH 7/21/2023 SUPERVISED BY: LISSY C. LA PAK,. P.E. MIAMI-DADE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION SIGNALIZATION PLAN BFOC(D) BFOC(D) -- BFOC(D) BFOCI BTV(D)---ETV(0)BTV(D) ----BTV(D)--- VV(D} G(D) ------ BTV(D) �VII(0) - - - - • RFnr-o-0 - - --BT(D)� �--aFOC(0) 11V(0)----- VV(D}------VI(D)- VV(D} IlV(D)- VV(0}---- D BRICKELL AVENUE BTV(0i- - - - - - - BTV(D)- - - - - - - OC(0) BFOC(D) BT(D) • BFOC(D) �(D} BFOC(D)o")- •• D)- BE(D) BE(D) BE(0) BE(D- BFOC(0)- - - - - - - BFOC(D)- - BFOC(D)- - - - - BFOC(D) 133a1S Hlbl 35 0 10 40 Feet 0 EXISTING SERVICE POINT LOCATED AT SE CORNER OF SE 14TH ST AND BRICKELL AVE, 120/240V 1 PHASE, 3 WIRES. Fr..FNn o PULL BOX •— CONDUIT - DIRECTIONAL BORE V EXISTING SERVICE POINT, 120/24DV 1 PHASE, 3 WIRES. V 71TrADON AND PUBLIC WORD MIICKELL AVENUE& 114 TERM INTERSECION IMPROVEMENT PROJECT NO 2019-0335 SHEET 11 OF RR REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION LISSY C. LA PAIR, P.E. LICENSE NUMBER: 92210 CTS ENGINEERING, INC. 3230 W. COMMERCIAL BLVD., SUITE 220 FORT LAUDERDALE, FL 33309 NAME DATE NAME DATE DESIGNED BY LL 7/17/2023 DRAWN BY ARR 7/18/2023 CHECKED BY LL T/21 /2023 CHECKED BY SH 7/21/2023 SUPERVISED BY: LISSY C LA PAIR_ PF_ MIAMMADE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION SIGNALIZATION PLAN MIAMI-DADE COUNTY ORTAIION AND PUBLIC WORK o4A1 RINSRN BRIG:ELL AVENUE 4, 14 TERR INTERSECTION IMPROVEMENT MAST ARM DATA LOCATION SHEET POLE DADE UPRIGHT POLE DATA (ORIENTATION OF FITTINGS) STREET LIGHTING LUMINAIRE ARM WHEN REQUIRED TRAFFIC MAST ARM DATA SEE TRAFFIC MAST ARM & OPERATION DETAIL N0. I.D. N0. PAN FILE N0. Y P E COUNTY CLASS NO. HAND HOLE PUSH BUTTON RED SIGNAL CTRLR CABINET VEHICULAR SIGNAL TYPE ORIENTATION SPREAD DESIGNATION & ORIENTATION ** DIM DIM ' ' DIM "E" DIM "F" *** DIM **** DIM ***** DIM SW CORNER 10 A 7649 I DS-21 0° 0° 38.5' 36.5' 25.8' 14.8' — 6.0' 20.4' WEST LEG 10 B 7649 I DS-13 0° 0° 24' 22' 11' 28' 4.0' 16.5' NE CORNER 10 C 7649 I DS-16 0° 0° 29.7' 27.7' 16.8' 35.4' 6.0' 22.3' * THE STANDARD POLE TYPE AND MIAMI—DADE COUNTY CLASS NUMBER POLE DESIGNATIONS ARE BASED ON THE ENGINEER'S COMPARISON OF THE PROPOSED SIGNAL, SIGN, AND HEIGHT DIMENSIONS ON EACH ARM AND POLE WITH THE DIMENSIONS SHOWN ON THE MIAMI—DADE COUNTY STANDARD. PRIOR TO ORDERING THE MAST ARMS, THE CONTRACTOR'S MAST ARM MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND STRUCTURAL CALCULATIONS TO MIAMI—DADE COUNTY, TO DETERMINE/VERIFY THE STANDARD NEEDED FOR EACH ASSEMBLY. THE SHOP DRAWINGS AND STRUCTURAL CALCULATIONS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. NOTES: ** DIM "C" IS DEFINED AS THE DISTANCE FROM THE UPRIGHT TO EDGE OF THE FURTHEST SIGNAL HEAD. *** DIM "S1" IS DEFINED AS THE DISTANCE FROM THE UPRIGHT TO THE CENTER OF PROPOSED R10-15 SIGN IN POLE B AND R03-18L SIGN IN POLE C. **** DIM "S2" IS DEFINED AS THE DISTANCE FROM THE UPRIGHT TO THE CENTER OF PROPOSED STREET NAME SIGN. *****DIM EVE IS DEFINED AS THE DISTANCE FROM THE UPRIGHT TO THE CENTER OF PROPOSED VIDEO DETECTION CAMERA. DIM EDE, DIM "E", AND DIM "F" ARE AS DEFINED ON THE STEEL MAST ARM DETAIL SHEET. REVISIONS ENGINEER OF RECORD NAME DATE NAME DATE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS MIAMFDADE TRAFFIC ENGINEERING DIVISION OM sE TER .SLCNALLZATIOIU MAST ARM DATA '. DATE DESCRIPTION DATE DESCRIPTION LISSY C. LA PAIR, P.E. LICENSE NUMBER: 92210 CTS ENGINEERING, INC. 3230 W. COMMERCIAL BLVD., SUITE 220 FORT LAUDERDALE, FL 33309 DESIGNED BY LL 3/13/2023 DRAWN BY ARR 7/18/2023 CHECKED TT T/21 /2023 CHECKED SN 7/21/2023 ppm. FLORIDA uza SUPERVISED BY: LISSY C. LA PAIR. P.E. r MATERIAL SPECIFICATIDNS PUBLIC WORKS WASTE MANAGEMENT DEPT.� MIAMI-DADE p� WELDED -qai MIN,e 'Dr" TRAFFIC ENGINEERING DIVISION COUNTY �� l� \` IN WF EACH PRE GRWE NFORAMES m.,D0 PSI NO [MORNING It AND �°/ ANCHOR BOLT DETAIL (P ATTACHMENT —® - GRAM 65-31ISLE MOTE DI 'S TYPICAL PULE AND ARM SIZE REQUIREMENTS DETAIL NOPPOmIEDHOLE 'TRAFFIC G FRAME UPRIGHT POLE SIZE c N F [ M °nR[ N!➢ COVER _ ARM a ,.r[ „ POLE ONLY AMCWR IELTS TO X HIGH STRENGTH STEEL HAW. SUDO P MINIM. YIELD 6 WM BELTS IMAM 5/2 • mNc,[e ,o a rrss,vn,[a STEEL DADE COUNTY CLASS NO. TYPE 1 TYPE II TYPE 3¢ TRAFFIC ARM SIZE ains, CUTLETS NO FITTINGS pglFu,an,au m n O ALL AND LESS AlS1-3C0 SERIES. COMMERCIAL CRAM „ REFER TO ITEM a aLOV REFER TO ITEM B BELOW REFER TO ITEM B BELOW REFER TO ITEM LTILARMN•B• TRAFFICLETS Ka Ox *mxrA[sTER NO OVER SMALL cowoRn TO - - FROM TRAFFICARM �� // LJ CV \y /BAX "� PUBLIC R/W RUST HE SET AT THE R/W LINE TO FACILITATE ADA , AMERICANS v PRIVATE PROPERTYTHE D BE TO ERS CE OF GALVANIZED suRrAcc, SURFACE MST NAVE A REASOMMLE uoroRNTT or APPEAR- MC, WITH MO EXCESSIVE BUILDUP or DROSS IN rLux. AND ND MOATED DR BLACK REJECTION _ - _ 3 GP ,B-s R 3 2e-s 3 GP 2n-n RsA, - - A L SPREAD mmBurtlES acn. HOLE WITH , ID RUBBER GROMMET o UPRIGHT ruL - rW,n n x Lxa cw an Hass to 'C u[' ,13. '' FOR WIRING PED. SIGNAL I.D. RUBBER GROMMET DIP GALVANIZED TO MTH pi[ voR ,Russ TYPE aLLwuLM ARM ACCUSER. HOT N53. H. ALL WELLS. RODS CAW E70S-3 OR ERGO SD-2 AS max T,c3si[ascusEa . A. PLATE [MELTING ILLIS HIM STREWTH. - _ 0. SPLN ALUMINUMTA OVAL H RAWL AND SLOPE OF THE FNONED MEM% 0,_,7 OUT AND A FORM InGIALLED PI ORDER 70 Mill. THIS nram. GRADE SLOPE. DWAIN. 1' ,., ID. WHIM THE POLE COACRITE rcuRRAT.ox .3 PLURED WITHIN T. 'COVE SIDEWALK DS-Is Go-} O ro a) B HaNOwLE IN [ H PWL[ H x Le-s R 3 x eo--s R 3 x en-o- 3 Ga. 9.P x s32 x n it O-0} ,2_D HIM EDIN �xrt W: I �_ 0 r w, CONE �L H [BELOW THE GROS. ECUAL TO T. AVO.N7 OR HEIGHT SPECIFIED =°} "_: WING r !_�,.� Ra THREAD FOR GR .BOLT a,xG IN THE ro.NDAnox MA. TYPICAL STEIL REIWORCENENT WILL :) DE AD-USTED ACCORDINGLY TO THE PROPER CLEARANCES BY %CREASING T. LENGTH OF T. HOOKED BARS T. MAXIMUM EXTENSION OS-;g o- P "PH SHALL BE D.CREASED BY THAT SWUM, IN EXCESS OF R-Cr. PD. gal STREWTH DEEM BEFORE BEEN 0S-20 2 GA. 10.D•X 6.42•X 25.-6. SECTOR SIGNAL HEAD 3•-0. ss t;xaa sE .low v�ww xlAu r=o ���SUB_CCILD aFIVE MVE USED F. MVE TO [ MOTARN ATTACHMENT DR CONECTION RBxrDe xi="} 50' 0' "' 15 O HEE'FA0: HEEL REINFORCING ACCEPTABLE PLLE LENGTHS R m TYPE , AND e0-° E TAPIR SNUL BE 3.1. PER rooT IN ALL �_22 DIAMETER•A TED .'1 IM .1 SPECIFICATION SHALL BE REILLVED BY THE PM POMFACTLIRER WITH AN APPROACH 11.D ON E ra-23 H GA . 1.X_ JAPER H GP 3r;EVIAPER H GP . 20_p _p".} se-7 a1 TRAFFIC MAST ARM R ORIENTATION DETAIL WITH THE AA.711 CRITERION roR 31D VPH ISMACH.DS_24 56,_0 - D SIDEWALK SLOPE °MWEE"sPUBLIC NOTE ANCHOR BOLTS (VARIES PER BOLT COMM.. AT THE PLLE DASE BETWEEN THE VEIAL DASE PLATE OF THE PELL AND THE TOP OF THE CONCRETE rounKnox. THIS CAM X ACCOMPLISHED TWLUGH T. USE OF GROUT.. NO PVC TURING DR A RE VESII SICKLE TO KEEP AWAY ROST romis OF n uFc. OS-25 z'_o-1 3 GP. 122•X BAD.% 25.-9•1 7 GA. 9.09.3 42W% 3,01 ..-." ") A' D } R/W3•Re CIRCLE> AND WILL ADJUSTING LNG I a suMlmaL u,a Fox su sBLLS axo POLLS. Irxwmo mH OS-26 -g} TO FIELD tab I HOOKED BARS. HOOKED BARS "T osPaclN NOTES:M, r POLL AND T ARN SIDES A. BASED UPLN STEEL M ES-2] D 5..1.X TAPER GA TAPER ° x e6-s GA ° x en-v R 3 GP x x -o-} 62-0• TA) F aeuL as e[oum[� aEa rCONTRALTO ^ I ,z nax �' REMO IS usE°➢NROI�EiW FICssam P1. is, �I ioCROSS-SELDOM wHEnx TUBEL m,rR X �_� 96 0•} s9-p• A) F r am .lf1i�1� ��! I , BE PROVIDED aAM WALL TFOCK.S.S. FOR STREWTHDY MUST ',E[o -p A) q @—I�Imllml�J�� q �• [ WS 30OS- x IMER x m-s n3,n x „ x ,aP[R x za-6• °�n x ,] x TwLR • to-6 30.9EP5 X°I90Xx 951gXx31�'-9p ° TANOTE J �Ili�lp1I�JI RR[B. ,ERNa,[ TrP H M03, =o PRDNI➢[ KT w, [DYERS rm Ka, aPP[N MnE. 1253 Pi 31 Bea mPe x , ]0 x 33.9°1} ]o ,a SIANWR➢ POLE LENGTH SHALLFBCDIB-6'. ILL B[°.�I HOWEVER [I IE AND M , • '�a 1.6-3P x TAPER x e. -o• INDICATED at a TWAY YPE III .�. rig' �U1 3• CLEARANC ; ao a r Ra� /2 DS-WON x ,PEER x e. x i325 x 2D-s : ,27 37 ::;:::o o-} :; o• 30-o-} : CLEARANCE BAR LUMINA]RE°TYPE TRAFFIC MAST ARM &URIENTATIUN DETAIL 3•R. (6J NO.B HOOKED SECTION "A -A" OS-34 ]s• B GAx L„B x Smx , -0 '") II .s-35 . ,aP[R . La-6 , Tw[R x 23-6 x Tw[R x 2. -9. ,W'_o x u., x x 4 A) POLE CONCRETEBASE ^°��wDa E FE POURED LORIDA DEPARTMENT *���^°�^°�� SECTION M T2 �36 PLATE AND FOUNDATION DATA sPECIFKw,pxs FOR ROADS AND DATED 199a AND 3UPPLEM[NI THERETO. BRIDGES.AND 3GAx,essxG.G6x p}m ° "' POLE BOLT F S P1 ANCHOR BOLT , • CONE. FOOTING, NO. OF BELT , rc / �Ess. SIZE CIRCLE 2 DIAMETER LENGTH DIAMETER•A• DEPTH•B• TYPICAL STEEL REINFORCING B LaRG[RE R ITEMS 3 GO. ILO' ]3D• S.D' IS' 1B: 22' 10 5/B ' ,2 3/q • IS ]/2 ' IS 5/8 ' 10 1/2 • 23' 3 5/9 4 1/4 • 3' 6 3/9 ' ]• 6' 1 3/9 ' 1 /4 • 2' 90' 90• 90• 36' 36' 11•-D• '-0' _ OVER ,•0 NONE[ IN PR['iwl�1J-M 1111. n OOK I IN TOP OF POLE LA) DENOTES 2 PIECE ARM MEE TELESCOPIC SPLICE DETAIL). (H) F 2] ]N THE 0 GA. 15.0• 22' 15 1/2 • 23• 5• 0• 2• 90• 36• 12'-D• - ERIAL SP [IFI[ TIW SO. A AL A MATERIAL E u B� 0 HEAD BRAS -HI STRENGTH (C) THIS STANDARD APPLIES TO ARM LENGTHS, NUMBER Of SIGNALS AS SHOWN ON THIS 0.3125%1]• 25• 1] 1/2 • 25 3/B • 5• 11 2• 90• 93• I4'-0• DRAWING. WHEOF N THRE ESE ITEMS OHAN ONE RIffER FROM THE STANDARD, R THE STRUCTURE PLANS AND N 0.3125%16• 26• 1B 5/16 '26 3/0 • 5' 31 2• 90' 48• 34•-0• POLE BASE P ATE THICKNESS TABLE 3 WALL FWt LINE-UP USE IN FIELD • MAST TYPE STRAN➢°CTLRE AND FOUNDATION SHALL CALCULATIONS SHALL BE SIGNED SSUBMITTED FOR APPROVAL. AND SEALEDM, BY PROFESSIONALTHE PLANS ENGINEER REGISTERED IN THE SLATE Of FLORIDA. 0.375319' 27. 19 1/2 • 27 3/B • 5• 11• 2• 90• 48• 17'-0• DS-1 THRU DS-20 1 3/4 In 5/0 DIAMETER HOLE DRILLED IHRu ROTH TUX& IN SHOP ARM ATTACHMENT DETAIL , DJ ER ADJUST H6006, D3]5%10' 26• ,0 5/,6 • 26 3/B ' S• H. 2• 90• 48• V.-0•W 05-21 THRU DS-25 2 In NUTS H.D.COMPLETE GELVANIRH MAST ARM VARIABLES OF THE OUTBOARD SECTION OF THEB2 PIECELL 1OE OBTAIN THE PROPER OVERLAP OF , 2, DS-26 THRU DS-28 2 1/9 In TELESCOPIC SPLICE DETAIL FORLE) uRET ER 5 W L T1 T2 Tor Lo '' A R Z FOR POLES DS-29 THE POLE 1. ANCHOR BN 1 LENGTH INCLUDES HOOK 2. FOUNDATION To BE CONCRETE CUSS N - 90DO p.al. MINIMUM STRENGTH IN 29 DAYS DS-29 THRU DS-36 2 I/O in ARM LENGTHS OVER 36 FEET ] _ ,0 12 1, I5/I6 ] LSA6 2 2 1 1/4 , 4 B 2 2 19 ,4 AND LARGER, MAY NA T THE LOINTIBY - 'ea 11 /162 5/8 5/8 2 S/B 22 Y,[21Y16 OF OF THE TELESCOPIC MAST ARM JOINT BY 0.2 I MAY IN ONECTION DIRECTION. DS-16 THRU US-21 NAY E A 1-PIECENAST ARM. THE HAVE � 2p'1/q 2 3/, 2 O/9 6 22 L162 12l16 2 ]rr OTHEAR INBOARD SECTION MAY HE 26 it FOR DS-16 THRONGH DS-19 AND OS-28R ]/B 2 ]/B 6 22 ]/B 213/16 2 B MIAMI-DADE E IN I NOTE: ALL DIMENSIONS ARE IN INCHES COUNTY ��� STEEL MAST ARM DETAIL DATE DESCRIPTION BY DESIGN 1 DRAWN 1 DATE 1 FILE NO. SIGN N. MO ar,emeu CTd 1 ,1ue1eER STATIONS) SIGN N. MO SE 1a Ter ON HMS,' STATIONS) wain -RARE CORN, PEPARTMOE AAMBORTATION AND PUBLIC WORK PANEL BORDER none PANEL BORDER none EDP NVE T8 a105PRERICKELL av8 WIDTH 6'-N' WIDTH B.T 5' WIDTH 6,-M�� IN [DTH m.T5" 8 IMERSE CTION IMPROVEMENT HEIGHT 2'-0" RADII 1.88" HEIGHT 2'-0. RADII 1.88" PROJECT No. 200-OTTs SHEET Id OF 22 LEGEND Wh,+,e C'✓L0,4 Whrce LEGEND Wnr,e COLOR Whzte COLOR Green COLOR Green SYI+IBOL(5) ANGLE Y. Y VVID HT SYINBOL(5) ANGLE X Y VVID HT , w w-w Av Bco SE 14 Ter corickell 110.T5' I BORDER 50.5 10.T5I R=1. 88r TN=0.T5r -�� er Pnsr �-.�- .i i.,,. BORDER g- 55 8" R=1.88r TN=0.75" vv' ,. 6 COPY E 1 I - COPY SPACE n, IR1 ax ..' nd ." ,.1 "1r SPACE - I`" COPY 1 1 COPY T SPACE '" rh I' SPACE COPY COPY ` SPACE SPACE Is COPY COPY SPACE SPACE COPY COPY SPACE SPACE COPY COPY SPACE SPACE COPY COPY SPACE SPACE COPY COPY SPACE SPACE COPY COPY SPACE SPACE COPY COPY SPACE SPACE COPY COPY SPACE SPACE COPY COPY SPACE SPACE COPY COPY SPACE SPACE COPY COPY SPACE SPACE COPY COPY SPACE SPACE COPY COPY SPACE SPACE COPY COPY SPACE SPACE COPY COPY SPACE SPACE REVISIONS ENGINEER OF RECORD NAME DATE NAME DATE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS MIAMI-DADE TRAFFIC ENGINEERING DIVISION STEPHEN P. CLARK CENTER uiwm FLOP. 3zize G(l)DE.S)GN SHEET . DATE DESCRIPTION DATE DESCRIPTION LISSY C. LA PAIR, P.E. LICENSE NUMBER: 92210 CTS ENGINEERING, INC 3230 W. COMMERCIAL BLVD., SUITE 220 FORT LAUDERDALE, FL 33309 DESIGNED BY LL 7/1E/2023 DRAWN BY ARE 7/15/2023 CHECKED BY LL T/21 2023 / CHECKED BY SR T /21 /2023 SUPERVISED BY: LISSY C. LA PAU,. P.E. C) CONCRETE CONCRETE SLAB TECHNICIAN SERVICE PApLAB TECHNICIAN SERVICE PAD CONCRETE SLAB TECHNICIAN SERVICE PAD SECTION A -A GRADE 3/4" CHAMFER 0 ALL SIDES SECTION B-B 32" 1" CHAMFER (TYPICAL ALL CORNERS) — CABINET CONCRETE FOUNDATION DETAIL N.T.S. 2' \ CON TROLLER/ CABINET 5" E�. I--010 0 0 - a Fo G H 1 NFF E 0 0 0 O — A B 0 D 144" POWER 15 1/2" O 15 1/2" O F G H (� SPARE I O A A BCD A D 0 0 FIBER PEDESTRIA COMMUNIC TIONS SIGNAL TRAFFIC SIGNAL 0 0 VIDEO 0 0 VEHICLE DVEETECTION 4' MIN CONCRETE SIDEWALK (SEE DETAIL BELOVJ)� /PROPOSED 6" THICK CONCRETE PAD CONTROLLER CABINET AND PULL BOX DETAIL N.T.S. NOTES: CONTROLLER CABINET CABINET FOUNDATION SECTION C-C DESIGNATION TYPE 4" 6" 8" FUNCTION DINSON ORIATION AND PUBLIC ,MOSH BRICKELL AVENUE & 14 TERN INTERSECTION IMPROVEMENT PROJECT NO 2019-0335 SHEET IS OP 22 A 2" PVC FIBER/COMMUNICATIONS B 2" PVC VEHICLE DETECTION C 2" PVC VIDEO D 2" PVC SPARE E 1" PVC GROUND ROD F 2" PVC POWER G 3" PVC SIGNAL CABLE H 3" PVC SIGNAL CABLE I 2" PVC SPARE 1. LOCATION DF CONDUIT SHALL NOT CHANGE FROM DESIGNATED PULLBOX. 2. FURNISH AND INSTALL PULL BOXES PER PLANS. REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION LISSY C. LA PAIR, P.E. LICENSE NUMBER: 92210 CTS ENGINEERING, INC. 3230 W. COMMERCIAL BLVD., SUITE 220 FORT LAUDERDALE, FL 33309 NAME DATE NAME DATE DESIGNED BY LL 7/17/2023 DRAWN BY ARR T /1 B /2023 CHECKED BY LL T/21 /2023 CHECKED BY SH 7/21/2023 SUPERVISED BY: LISSY C. LA PAIR. P.E. MIAMI-DADE EIIMIN DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION FLOP. 31.2.0 CONTROLER CABINET INSTALLATION DETAIL 1000 VIDEO DETECTION CAMERA WITH SUNSHIELD VIDEO DETECTOR MOUNTING BRACKET COILED VIDEO CABLE INSIDE CAMERA POLE CAMERA MOUNTING BRACKET HARDWARE 1-3/8" DRILLED HOLE (SEE NOTE No, 1) SEE DETAIL No, 1 010101 Street Name 6" MAX. VARIES (SEE MAST ARM TABULATION SHEET), DETAIL 1 N.T.S. TYPICAL INSTALLATION ON MAST —ARM N.T.S. HANDHOLE NN&P,OPTATION AND PUBLIC 'KPH BRICKELL AVENUE& 14 TERR INTERSECTION IMPROVEMENT PROJECT NO 2019-0335 SHEET 16 OF 22 VIDEO DETECTION NOTES: 1. PROVIDE A 1-3/8" MINIMUM DIAMETER ACCESS HOLE WITH A RUBBER GROMMET AND ROUTE CAMERA CABLE(S) THROUGH THE MAST ARM. FOR EXISTING MAST ARMS UTILIZE THE EXISTING SIGNAL ACCESS HOLE IF POSSIBLE. 2 PROVIDE IMAGE RANGE TO A MAXIMUM OF B FEET AHEAD OF THE STOP BAR AND A MINIMUM OF 40 FEET BEHIND THE STOP BAR. PROVIDE A IMAGE RANGE OF 3 FEET IN FRONT OF THE STOP BAR FOR THE BIKE LANE IF ANY AND A MINIMUM OF 17 FEET BEHIND THE STOP BAR. REVISIONS ENGINEER OF RECORD '1 DATE DESCRIPTION DATE DESCRIPTION LISSY C. LA PAIR. P.E. LICENSE NUMBER: 92210 CTS ENGINEERING, INC. 3230 W. COMMERCIAL BLVD., SUITE 220 FORT LAUDERDALE, FL 33309 NAME DATE NAME DATE DESIGNED BY LL T/1T/2023 DRAWN BY ARR T /1 B /2023 CHECKED BY LL 7/21 /2023 CHECKED BY SH 7/21/2023 SUPERVISED BY: LISSY C. LA PAIR. P.E. MIAMI-DADE EIDE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION VIDEO DETECTION DETAIL FPL FEEDER LINE FPL ENERGY POLE CABLE, PVC U—GUARD AND BOOT BY FPL ENERGY 6" MIN. CONDUIT STUB UP GRADE (TYP.) SERVICE ATTACHMENT BY FPL 2#4 IN 2" CONDUIT PVC SCHEDULE 40 PROVIDE 2 FEET OF COILED TERMINATION OF CONDUCTOR FPL ENERGY TRANSFORMER * NOTE SERVICE VOLTAGE PEDING CONFIRMATION WITH FPL 60 AMPS 120/240 V* W/ S.N. ELECTRICAL SERVICE DISCONNECT SWITCH HEAVY DUTY IN NEMA 4X ENCLOSURE (STAINLESS STEEL) W/ 40 AMPS FUSE RATED FOR SERVICE ENTRANCE WITH LABEL FACTORY INSTALLED 1#4 AWG INSULATED STRANDED COPPER GROUND WIRE IN 3/4" RIGID GALVANIZED STEEL CONDUIT AT TOP OF POLE GROUNDING PIG TAIL MUST BE DETACHED METER SOCKET (BY CONTRACTOR) MUST BE ALUMINUM, FPL CATEGORY 3/3a, ISOLATED NEUTRAL LANDIS & CYR./TALON 41405-025F OR APPROVED EQUAL PER SUMTER COUNTY REQUIREMENT. METER BY UTILITY COMPANY EXIST, BARE WIRE #6 INHERENT TO THE POLE TERMINATE CONDUIT WITH INSULATED GROUNDING BUSHING WITH SOLDERLESS LUG SERVICE WIRE ENTRANCE —SERVICE WIRE CONDUIT ON OPPOSITE SIDE OF ON —COMING TRAFFIC CONDUIT CLAMP (TYP.) AT BOTTOM THE GRD. (PIG TAIL) TO BE CONNECTED TO THE GROUND ROD 2#4 IN 1-1/2" RIGID GALVANIZED STEEL CONDUIT PULL BOX (24" X 18" X 12") COVER MARKED "TRAFFIC SIGNAL' 4" MINIMUM CLEARANCE FROM JOINTS AND EDGES OF SIDEWALK PULL BOX (24" X 18" X 12") COVER MARKED "ELECTRIC" 36M IN. 3" WARNING TAPE L_ 12" BED OF PEAROCK OR CRUSHED STONE JJJJJJIIIlll FOR DRAINAGE (TYP.)� 5/8" DIA. X 40'-0" GRD. ROD IF6 —0 2#4 GRD. IN 2" PVC CONDUIT ELECTRICAL SERVICE WIRE ENTRANCE LINE SIDE SERVICE WIRE CONDUIT ON OPPOSITE SIDE OF ON —COMING TRAFFIC LIGHTNING PROTECTOR PRESTRESSED CONCRETE POLE ELECTRICAL SERVICE WIRE ENTRANCE LINE SIDE TERMINATE CONDUIT WITH INSULATED GROUNDING BUSHING WITH SOLDERLESS LUG SERVICE DISCONNECT TO BE ORIENTED ON STRAIN POLE SO ITS FACING THE SIDEWALK. METER TO BE ORIENTED ON SIDE OF STRAIN POLE SO WHEN READING IT YOU ARE FACING ON —COMING TRAFFIC IGHTNING PROTECTOR R \ 1-1/2" LIQUIDTIGHT FLEXIBLE METAL CONDUIT CONDUIT CLAMP (TYP.) 2#4 IN 1-1/2" RIGID GALVANIZED STEEL CONDUIT SIDEWALK SIDE PULL BOX (24" X 18" X 12") COVER MARKED "TRAFFIC SIGNAL" 4" MINIMUM CLEARANCE FROM JOINTS AND EDGES OF SIDEWALK 1" PVC CONDUIT PULL BOX (24" X 18" X 12') COVER MARKED "TRAFFIC SIGNAL' 4" MINIMUM CLEARANCE FROM JOINTS AND EDGES OF SIDEWALK CONCRETE PAD (TYP.) 5/8" DIA. X 40'-0" GRD. ROD TRANSITION FITTING FROM RIGID STEEL TO PVC AFTER 90' RIGID STEEL ELBOW SERVICE POINT DETAIL N.T.S. MIAMI—DADE COUNTY E,NA. oIPISRN DEJA-110N AND PUBLIC WORN BRICHELL AVENUE h 14 TERR INTERSECTION IMPROVEMENT PROJECT NO 2019—.35 SHEET OE 22 LOAD SIDE 1 1/2" SERVICE DISCONNECT PANEL DETAIL FRONT VIEW —CONNECT GROUND WIRE TO THE GROUND BUS /—CONCRETE SLAB o°a° oaA°o o.0ao�Po° o�ao°oa°I ISOLATED NEUTRAL METER SOCKET DETAIL GROUND LUG STRAIN RELIEF FITTING 5/8" DIA, X 40'-0" ORD. ROD TO DISCONNECT SWITCH FROM UTILITY BOND BUSHING TO METER BASE GROUND WIRE BOND BUSHING TO METER BASE REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION LISSY C. LA PAIR, P.E. LICENSE NUMBER: 92210 CTS ENGINEERING, INC. 3230 W- COMMERCIAL BLVD-, SUITE 220 FORT LAUDERDALE, FL 33309 NAME DATE NAME DATE DESIGNED BY LL 7/17/2023 DRAWN BY ARR T /18 /2023 CHECKED BY LL T/21 /2023 CHECKED BY SH 7/21/2023 SUPERVISED BY: LISSY C. LA PAIR. P-E. MIAMI-DADE EIDE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION FLOP. 31.2.0 SERVICE POINT DETAIL O OPTION BOTTOM OF EXIST. BASE OR MIN. 3" ASPHALT 1:10 GROUT 6" NA AVE FILL NOTE: TRENCH NOT TO BE OPENED BORE THAN 250' AT A TIME CONDUIT BURIED WHEN CROSSING ROAD CURB & GUTTER 2" PVC SCHEDULE 40 " MAY BE ADJUSTED IN FIELD DUE TO FIELD CONDITIONS AS DIRECTED BY THE ENGINEER. UTILITY STRIP SIDEWALK BACK OF SIDEWALK R/W LINE O OPTION CONDUIT BURIAL IN ROADWAY UTILITY STRIP 1" MIN. ASPHALT CURB & GUTTER SEE NOTE # 2 NOTE: 1. TRENCH NOT TO BE OPENED BORE THAN 25D' AT A TIME. ROADWAY s � 2. THIS AREA SHALL BE BACK FILLED WITH TYPE S-1 ASPHALTIC CONCRETE TO WITHIN 1 INCH OF FINISHED GRADE. SAND 3 MIN. DNA, oIPISRN ECEAIION AND PUBLIC MPH BRICHELL AVENUE h 14 TEM INTERSECTION IMPROVEMENT SIDEWALK BACK OF SIDEWALK 1:10 GROUT 2" PVC SCHEDULE 4D R/W LINE " MAY BE ADJUSTED IN FIELD DUE TO FIELD CONDI11ONS AS DIRECTED BY THE ENGINEER. 0 OPTION UTILITY STRIP CURB & GUTTE 2" PVC SCHEDULE 4 CONDUIT IN UTILITY AND BACK OF SIDEWALK SIDEWALK R /W LINE BACK OF 51008A LK CONDUIT UNDER ® OPTION SIDEWALK CURB & GUTTER UTILITY STRIP SIDEWALK 2" PVC SCHEDULE 40 J 1 NOTE: IN PLACING CONDUIT UNDER SIDEWALK REPLACEMENT OF ENTIRE SIDEWALK SECTION SHALL BE NECESSARY, _R/W LINE BACK OF SIDEWALK 0 OPTION PULLBOX 6'-6"MIN 1 VARIES CONDUIT DIRECTIONAL BORE EDGE OF PAYMENT OR SHOULDER \\\a 2" SCHED. 40 PVC CONDUIT(S) CONDUIT (SEE PLANS FOR SIZE) -6-MIN VARIES 2" SCHED. 40 PVC CONDUIT(S) NOTES: 1. DIRECTIONAL BORING OPERATIONS SHALL BE DONE IN ACCORDANCE WITH THE F.D.O. T. UTILITY ACCOMOD A TION MANUAL. PULL BOX THESE DRAWINGS DEPICT PREFERRED INSTALLATION METHODS OR SOLUTION FOR STANDARD JOB CONDITIONS. PROJECT ENGINEER SHALL EVALUATE SPECIFIC JOB REOUIREMEN TS BEFORE APPLYING ANY OF THESE DETAILS, AND SHALL PROVIDE ADDITIONAL DETHILS ON SEPARATE SHEETS TO SUIT JOB CONDITIONS REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION LISSY C. LA PAIR, P.E. LICENSE NUMBER: 92210 CTS ENGINEERING, INC. 3230 W- COMMERCIAL BLVD-, SUITE 220 FORT LAUDERDALE, FL 33309 NAME DATE NAME DATE DESIGNED BY LL 7/17/2023 DRAWN BV ARR T /1 B /2023 CHECKED BY LL 7/21 /2023 CHECKED BY SH 7/21/2023 SUPERVISED BY: LISSY C. LA PAK,. P.E. MIAMI-DADE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION FLOP. 31.2.0 CONDUIT BURIAL DETAIL TABULATION OF LIGHTING MIAMI-DADS COUNTY DEPARI=JORTATION AND PUBLIC WORK BRICKELL AVENUEN& 114 TERR INTERSECTION IMPROVEMENT A1ET,ND2mP-4v5 QUANTITIES SHEET NUMBER PAY ITEM NO. DESCRIPTION UNIT 20 GRAND TOTAL ORIG. FINAL ORIG. FINAL ORIG. FINAL ORIG. FINAL ORIG. FINAL 530-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 524 524 635-2-11 PULL & SPLICE BOX, F&I, 132 x 24" COVER SIZE EA 9 9 RAY ITEM NOTES 639-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1 1. FIXTURE SHALL BE LED WITH PHOTOMETRIC CURVE OR APPROVED EQUAL. 639-3-11 ELECTRICAL SERVICE (INCLUDES NEMA-4X DISCON — NEC SWITCH) POLE CONDUIT EA 1 2. INSTALLATION SHALL COMPLY WITH STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION TRAFFIC DESIGN STANDARD INDEX NO. 17500. 17501 & 1755 AND THE NATIONAL ELECTRIC CODE. AND OSHHA CLEARANCE FORM 641-2-11 PRESTRESSED CONCRETE POLE, F&I, TYPE P—II PEDESTAL EA 1 1 FP&L AND UTILITIES. 715-1-12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 — 6 LF 1964 1964 Z. INCIDENTAL ITEMS OR ACCESSORIES REQUIRED TO COMPLETE THE WORK FOR EACH ITEM BID SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE BID FOR THAT SPECIFIC ITEM AS INDICATED IN THE BID FORM; SUCH AS, 715-5-21 LUMINAIRE & BRACKET ARM, REPLACE LUMINAIRE AND ARM ON EXISTING POLE EA 4 4 BUT NOT LIMITED T0: ELBOWS, SPLIT BOLT CONNECTORS. FUSES & FUSE HOLDER, ELECTRICAL TAPE scoTCHKOTE, P.V.C. GLUE, TRENCHING, 715-7-12 LOAD CENTER, F&I, PRIMARY VOLTAGE EA 1 1 BACKFILLI NG, PAVEMENT RESTORATION, CONCRETE SLAB REPLACEMENT ETC. 715-500-1 POLE CABLE DISTRIBUTION SYSTEM, FURNISH AND INSTALL, CONVENTIONAL EA 6 6 4. PAY ITEM NO. 630-2-12 FOR CONDUIT SHALL BE BASED ON THE HORIZONTAL PATH OF THE INSTALLED CONDUIT AS MEASURED BETWEEN THE CENTER OF PULL BOXES, CABINETS, ETC. NO ALLOWANCE SHALL BE MADE 715-51 T-140 LIGHT POLE COMPLETE— SPECIAL DESIGN, F&I, SINGLE ARM SHOULDER MOUNT, ALUMINUM, 40' EA 2 2 FOR SWEEPS OR VERTICAL DISTANCES ABOVE OR BELOW GROUND. INCLUDES CONDUIT, ELBOWS, SWEEPS, CONNECTING HARDWARE, TRENCHING AND 715-550-000 LIGHT POLE COMPLETE, SPECIAL DESIGN, REMOVE EA 2 2 BACKFILLING AS PER THE PLANS AND STANDARD INDEXES. ALSO, INCLUDES THE COST OR RESTORING CUT PAVEMENT, SIDEWALKS, SOD, ETC. TO ITS ORIGINAL CONDITION, 5. PAY ITEM 715-7-12. PAYMENT FOR LOAD CENTER SHALL INCLUDE FURNISHING AND INSTALLING ALL ITEMS AS DEPICTED IN l—PAH COUNTY SERVICE POINT DETAILS. THIS ITEM CONTINGENT UPON FIELD CONDITIONS AND MAY BE ELIMINATED BY THE ENGINEER. REVISIONS ENGINEER OF RECORD NAME DATE NAME DATE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS MIAMFDADE TRAFFIC ENGINEERING DIVISION sE CENTER uiwm FLOP. TTize LIGHTING SUMMARY OF QUANTITIES DATE DESCRIPTION DATE DESCRIPTION LISSY C. LA PAIN, P.E. LICENSE NUMBER: 92210 CTS ENGINEERING, INC 3230 W. COMMERCIAL BLVD., SUITE 220 FORT LAUDERDALE, FL 33309 DESIGNED BY AG 7/25/2023 DRAWN BY AG 7/25/2023 DESIGNED LL 7/25/2023 CHEBCKEO LL 7/25/2023KEE SUPERVISED BY: LISSY C. LA PAIN, P.E. BRICKELL AVENUE & 114 TERR INTERSECTION IMPROVEMENT LIGHTING DATA TABLE POLE N0. EASTING NORTHING CENTERLINE STATION OFFSET FOUNDATION ARM LENGTH ORIENT MOUNTING HEIGHT TYPE MAKE MODEL LUMENS IES DIST TYPE LUMINARE WATTS CKT MINT. AGENCY PAY ITEM 921047.92 518851 48 BRICKELL AVE1 7+80.62 49.80 RT Existing Post Top 171 20,00 Post Top FirstLigh1 TIED olog1eluminalrleL Series Solar 1198 IPL Series MODq_IPL-X::x-xx-,A N/A CKT A-2 (Existing) MNMI-DADE COUNTY N/A 2 921968,10 51895072 BRICKELL AVE1 8+81.88 47.33 RT Existing 8 172 40.00 Arm Mount LUMEC SIGNIFY IAPELA CPLM SERIES 29000 -2-1b3,00710022) 285 CKT A-2 (Existing) MIAMI-DADE COUNTY 715-5-21 921985.02 51902374 BRICKELL AVE1 9+57.05 48.30 RT Shalt 8 145 40,00 Arm Mount LUMEC SIGNIFY IAPELA CPLM SERIES 29000 c m-260bps-Ib3T=(sOT10022) 285 CKT A-2 (Existing) MIPMI-DADS COUNTY T15-611-140 922015,02 519036.28 BRICKELL AVE1 9+7577 73.8 RT Existing Post Top ZZ 15.00 Post Top FlrstLlght Technologies IPL Series Solar LED Iuminalre 1250 IPL Series MORp_IPL-xxxx-xx-TTE N/A EXISTING MNMI-OAOE COUNTY N/A 5 921897,55 519072.00 BRICKELL AVE1 9+33.11 48.69 LT Existing 8 347 40,00 Arm Mount LUMEC SIGNIFY CAPELA CPLM SERIES 29000 cpm-250hpsM63T=(03710022) 285 CKT A-1 (Existing) FPL 715-5-21 6 922054,74 519082.09 BRICKELL AVE1 10+29.32 102.23 RT Existing 8 250 40.00 Arm Mount Autobahn LED Cobra Head 32450 A7132P604_R4_3K N/A EXISITING MIAMI-DADE COUNTY N/ T 922005.99 519134.95 BRICKELL AVE1 10+59.90 42.87 RT Existing 8 167 40,00 Arm Mount LUMEC SIGNIFY CAPELA CPLM SERIES 29000 66m-250bps-ih3(=(.S10024 285 CKT A-2 (Existing) MIAMI-DADS COUNTY 715-5-21 8 921913.81 519140.66 BRICKELL AVE1 10+54 79 48.24 LT Existing Post Tap 34Z 20.00 Post Tap F'irslL'ight Technologies IPL Series Solar LED Iuminalre 1198 IPL DATA Mooq_IPL-xxxx-xx-T4F N/A CKT A-1 (Exisling) MNMI-DAOE CDUMY N/A 9 921919.62 519177.35 BRICKELL AVE1 10+91.85 50.81 LT Shalt 8 347 40,00 Arm Mount LUMEC SIGNIFY CHPELA CPLM SERIES 29000 sp -250 ps-tb3T=(sOT10022) 285 CKT A-1 (Existing) MIAMI-DADS COUNTY 715-511-140 10 921939.00 519246.00 BRICKELL AVE1 11+63.09 47.32 LT Existing 8 347 40.00 Arm Mount LUMEC SIGNIFY CAPELA CPLM SERIES 29000 cpm-250bps-th3T=(s0310022 285 CKT A-1 (Existing) MIAMI-DADS COUNTY 715-5-21 I FC;FNR GENERAL NOTFS° `(IVIROI RF ll,RIPLIMN 1. POWER COMPANY SHALL PROVIDE INCOMING SERVICE AT LOCATION SPECIFIED IN ACCORDANCE WITH THE PLANS. THE DATE REQUIRED FOR INCOMING SERVICE TQ BE COMPLETED MUST BE COORDINATED BYTHE CONTRACTOR WITH THE POWER. COMPANY AT THE PRE -CONSTRUCTION MEETING, LIGHT POLE COMPLETE, F&I DECORATIVE POLE STANDARD FOUNDATION, 2, ALL EXPOSED CONDUIT OR SURFACE MOUNTED CONDUIT SHALL BE GALVANIZED STEEL AND GROUNDED. •-• 40' MOUNTING HEIGHT, 8' ARM LENGTH USE CURVE CPLM-250HPS-TH3F+(SOZ10022) OR EQUAL 3, CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND AVOIDING ALL UNDERGROUND AND STRUCTURAL CONFLICTS IN COOPERATION WITH THE UTILITY COMPANY(S), 285 WATTS PAY ITEM 715-511-140 4, STATIONING MAY BE ADJUSTED AS DIRECTED TO AVOID UTILITY OR STRUCTURAL CONFLICTS NOT INDICATED IN PLANS. LUMINAIRE & BRACKET ARM, REPLACE LUMINAIRE & ARM ON 5, SIDEWALK SLABS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN FULL AND COLORED WHEN NECESSARY TO MATCH THE EXISTING SIDEWALK. EXISTING LIGHT POLE OR MAST ARM, 40' MOUNTING HEIGHT, 8' ARM LENGTH. 0-0 USE CURVE CPLM-250HPS-TH3F(SOZ10022) OR EQUAL g, 1/26 PREFORMED EXPANSION JOINT SHALL BE APPLIED BETWEEN STREET LIGHT POLE CONCRETE BASE AND ABUTTING SIDEWALK OR CONCRETE APRON AS WELL AS AROUND PERIMETER OF PULL BOX 285 WATTS PAY ITEM 715-5-21 Z. CONTRACTOR MUST MAINTAIN THE EXISTING LIGHTING SYSTEM IN OPERATION OR SUPPLY A TEMPORARY ONE UNTIL THE NEW LIGHTING SYSTEM CAN BE ACTIVATED, IF THE EXISTING LIGHTING SYSTEM IS OWNED BY FP&L SEE FOOT SPECIFICATION FOR ROADWAY LIGHTING SPECIAL PROVISIONS, SECTION 715. ALL COSTS SHALL BE INCLUDED IN THE LIGHTING PAY ITEMS (715 SERIES). 0-i!!, EXISTING To REMAIN (40' POLE) 8. ALL MATERIAL, UNLESS OTHERWISE SPECIFIED, SHALL BE UNDERWRITER'S LABORATORY APPROVED. T 9. POLES, BRACKET ARMS AND TRANSFORMERS BASES SHALL BE ALUMINUM AND DESIGNED IN ACCORDANCE WITH LOCAL DESIGN CRITERIA USING THE APPLICABLE EQUATIONS FOUND IN THE AASHTO PUBLICATION "STANDARD SPECIFICATIONS FOR C-CLB) EXISTING TO REMAIN (20' POLE) HIGHWAY, SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS... 10. THE WIRES AT THE POLE, HANDHOLE, AND PULL BOXES SHALL BE LOOPED AS INDICATED IN THE PLAN DETAIL WITH SUFFICIENT LENGTH TD COMPLETELY REMOVE CONNECTORS TQ THE OUTSIDE, TQ MAKE THEM ACCESSIBLE FOR CHANGING FUSES ,,,_ EXISTING To REMAIN (15' POLE) AND TROUBLESHOOTING THE SYSTEM. 11. THE LUMINARE MANUFACTURER SHALL PLACE A PERMANENT TAG ON THE LUMINARE HOUSING ON WHICH IS IMPRINTED THE FOLLOWING INFORMATION: WATTAGE, BALLAST TYPE, LAMP SHOWN ON DESIGN PLANS, LAMP SETTING (POSITION IN LUMINARE) ��� EXISTING POLE TQ REMAIN I.E. LIGHT DISTRIBUTION WITH THIS LAMP IN THE POSITION SPECIFIED, INPUT VOLTAGE AND POWER FACTOR, LUMINAIRE PHOTOMETRIC SUBMITTALS REQUIRED. rT-ROE) 'a EXISTING POLE TO BE REMOVED 12 GROUND RODS SHALL HAVE A RESISTANCE TO GROUND NOT TO EXCEED 25 OHMS. WHERE THE RESISTANCE IS NOT AS LOW AS 25 OHMS, TWO OR MORE GROUND RODS CONNECTED IN PARALLEL SHALL BE USED. 13. CONTRACTOR WILL INCLUDE IN THE COST OF THE LIGHTING POLE ANY LEVELING AND GRADING REQUIRED TO ENSURE THAT ALL POLES ARE INSTALLED AT PROPER ELEVATION. INSTALL •• CONDUIT 1H & DIRECTIONAL BORE 46. RHE 2�6 AND H6. RED. BLACK AND GREEN 4. CONTRACTOR MUST CONTACT BELL SOUTH, FP&L, AND OTHER UTILITY COMPANIES PRIOR TO TCOMMENCEMENT OF CONSTRUCTION AND MUST NOTIFY ENGINEER AND MIAMI DADE COUNTY IF FIELD CONDITIONS DIFFER FROM CONDITIONS INDICATED IN THESE DRAWINGS. PAY ITEM: 630-2-12 15. IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (N.E.C) OR WITH THE MIAMI DADE COUNTY STANDARDS, THE CONTRACTOR MUST IDENTIFY ALL CIRCUITS AND EQUIPMENT INCLUDING THE PROPOSED LIGHT POLE ASSEMBLIES. APULL &SPLICE BOX, F&I 13'x24" COVER SIZE PAY ITEM: 635-2-11 16. PULL BOXES, JUNCTION BOXES, AND ALL ELECTRICAL WORK MUST CONFORM TO N.E.0 (LATEST REQUIREMENTS), THE NATIONAL ELECTRICAL SAFETY CODE AND MA MI-0.0E COUNTY STANDARDS. /(�� /� F� /� /�F� F� 1T. USE PVC SCHEDULE 40 CONDUIT THROUGHOUT THE ENTIRE UNDERGROUND SYSTEM, AT STREET CROSSINGS THE CONDUIT SHOULD BE EMBEDDED IN 1:10 CONCRETE MIXTURE, I I\TRTI N\T DF ICN rRITFRIA 18. POLES SHALL HAVE AFRANGIBLE TRANSFORMER BASE. IV l IV 19_ ALL GROUNDING CONNECTIONS SHALL BE EXOTHERMICALLY WELDED FOLLOWING THE MANUFACTURER'S GUIDELINES. 20. CONTRACTOR MUST MINIMIZE TRENCHING ACROSS STREETS BY COORDINATING THE LIGHTING PLANS WITH THE SIGNALIZATION INTERCONNECT CONDUIT/WIRING AS DEPICTED ON THESE DRAWINGS. _ HORIZONTAL (H F C.) 30 FOOT CANDLE STD. (15 MIN.) 2. VERTICAL (V.F.C) 1,5 FOOT CANDLE STD. (1,2 MIN) 21. MAINTAINING AGENCY FOR LIGHTING IS MIAMMDADE COUNTY, CONTRACTOR MUST CONTACT/COORDINATE WITH APPLICABLE COUNTY OFFICIALS AND INSPECTORS PRIOR TO CONSTRUCTION, 3 UNIFORMITY RATIO AVG./MIN. 4:1 OR LESS 4, UNIFORMITY RATIO MAX./MIN. 10:1 OR LESS 22 CONTRACTOR SHALL MAINTAIN SAFE ACCESS TO SIDE STREETS, PRIVATE, AND COMMERCIAL DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION_ 5_ VEILING LUMINANCE RATIO N% 23. ALL CONDUIT TRENCHING MUST BE PROPERLY BACKFILLED TO PROVIDE SAFE CROSSING AT THE END OF EACH WORKDAY OR WHENEVER THE WORK ONE BECOMES INACTIVE, 24. THE CONTRACTOR MUST EXERCISE CAUTION WHEN WORKING IN THE VICINITY OR EXISTING AND PROPOSED UNDERGROUND AND OVERHEAD UTILITIES, 25_ ALL UNDERGROUND PHASE CONDUCTORS SHALL BE RHH/RHW-XLP/USE; EXCEPT GREEN GROUNDING CONDUCTORS_ REVISIONS ENGINEER OF RECORD NAME DATE NAME DATE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS MIAMFDADE TRAFFIC ENGINEERING DIVISION srl CENTER RDA!, FLOP. TTize LIGHTING DATA TABLE A LEGEND DATE DESCRIPTION DATE DESCRIPTION LISSY C. LA PAIR, P.E. LICENSE NUMBER: 92210 CATS ENGINEERING, INC 3230 W. COMMERCIAL BLVD., SUITE 220 FORT LAUDERDALE, FL 33309 DESIGNED BY AG T/25/2023 DRAWN BY AG 7/25/2023 NED DESIGNED LL 7/25/2023 CHECKED R LL 7/25/2023 SUPERVISED BY: LISSY C. LA PAIR, P.E. FPL SEM. Vpr WHIJO Jr.VEPIFY rP cr Lai BOSTON CONSULTING GROUP —R/W LINE -----e&k{h• ---------- OFOC(D ZrVIDI- - - - - - - 8F0C i(D)-- - - - - SERVICE POINT "A" 480/240V, 1 PHASE, 3W. STA 104+61.47. 37' RT 639-3-11 641-2-11 (EXISTING) 2#6 AND 1#6 IN 630-2-12 RUN OF 2" CONDUIT 74 LE) 2#6 AND 1#6 IN 63D-21-12 POLE#5 CKT A-1 (1 RUN OF 2 CONDUIT 66'LF)� STA. 9+83.11 49.44' LT, EXISTING TO REMAIN --BF-EYdQ BTV(BTV(D)- -------BFOC(D)FD 0(0)- V(D)- W(0} BEGIN LIGHTING CONSTRUCTION -CID) -G(D) - -G(D) STA, 8+82.20 W(D)- I/V(D1- G(0) G(D) _ BTU( --BTV(D)Focm) BTV/DIBrocip) r p ----8><F� R C31'----elf61-- :--------6T(DI-- 0T(D)-- BFOC(D R/W LINE BFOC(D)-- POLE#1 CKT A-2 STA 7+80.62 49.86 RT. EXISTING TO REMAIN 2116 AND 1#6 IN 630-2-12 W(D) V 1 J`57' 0 (D G(D) G(D) F-OC(0)-O /' -€E BT(D)- - - - 9}1 BFOC(D) BFOC •) BFOC(D) POLE#3 CKL-5 2- STA. 9+57.05 48,36 RT. POLE#2 CKT A-2 STA. 8+81.88 47.33 RT. IN (1 RUN OF 2" CONDUIT 103 LF) (1 RUUN 6 OFD2"#6 CONDUITD-2-12 74 LF) FOUR SEASONS HOTEL MIAMI TO BE REMOVED 2#6 AND 1#6 IN 630-2-12 (1 RUN OF 2" CONDUIT 113 LF) POLE#4 (EXISTING) STA. 9+73. 94 72.89' RT. R/W LINE — IIM II m II o= 01 000 001 POLE#8 CKT A-1 STA. 10+54. BB 48,29' LT, 10 rd960' G(D) 0 O BANK UNITED POLE#6 (FPO STA. 10+29.32 102.23 RT. BTV(D 2#6 AND 1#6 IN 6302-12 (1 RUN OF 2" CONDUIT 37 LF) POLE#9 CKT A-1 STA. 10+91,85 50.81 LT. TO BE REMOVED •• croc(D) " - - BTV(D)- - -~ AlV(D)- - V(D)- MIAMI-DADE COB, NH&HOPTATION AND PUBLIC WISH BRICKELL AVENUE4, 114 IERR INTERSECTION IMPROVEMENT PROJECT NO 2019-0335 SHEET 2I DE 22 2#6 AND 1#6 IN 630-12 (1 RUN OF 2" CONDU-2IT 64 LF) POLE#10 CKT A-1 STA, 11+63,09 47.32 LT. BFOC(D) BTV(0) W(D} I//(0) - - - - N(D1---- - - - -G(0) -G(D) BFOC(D)- BTV(D)- - - - - I/V(D) END LIGHTING CONSTRUCTION STA. 11+67.71 11V(0)- IlV(D) G(0) G(D)- - -vB-1-V(D)- - • 18 BT(D) —R/W LINE BTV(D) -BTV( 01- - - - - --BTV(D)• - � • BFOC(D) ") -- -BFOC(D)- BFOC(D) BFOC(D)- 8 -BE(D) - - - -BE(0) BE(D) BE(D) • - - - - ET(D),- - - - - - --BT(D 0)------------ BFOC(D)------- POLE#7 CKT A-2 STA. 10+69.90 42.87' RT. BFOC(0) BFOC(D) REVISIONS ENGINEER OF RECORD DATF DESCRIPTION DATF DESCRIPTION LISSY C. LA PAIR, P.E. LICENSE NUMBER: 92210 CTs ENGINEERING, INC. 3230 W. COMMERCIAL BLVD., SUITE 220 FORT LAUDERDALE, FL 33309 NAME DATE NAME DATE DESIGNED BY AG 7/25/2023 DRAWN BY AG 7/25/2023 DESIGNED BY LL 7/25/2023 CHECKED BY SUPERVISED BY: LISSY C. LA PAIR, P.E. LL 7/25/2023 M® DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC ENGINEERING DIVISION FLOP. 31.20 LIGHTING PLAN MIAMI-DADE COUNTY DEPART= A,IORTAIION AND PUBLIC WORK BRICKELL AVENUEN4c I14 TERR INTERSECTION IMPROVEMENT SERVICE POINT DATA TABLE SERVICE ENCLOSURE SIZE & SERVICE COND. ROADWAY LOCATION CIRCUIT CONDUCTORS MAINTAINING AGENCY EXISTING LOAD CENTER 480/240V. SINGLE PHASE, 3 WIRE SERVICE BRICKELL AVE. INTERSECTION BRICKELL AVE. AND SE 15TH A-1 a6 MIAMI—DADE COUNTY EXISTING LOAD CENTER 480/240V. SINGLE PHASE, WIRE SERVICE BRICKELL AVE. INTERSECTION BRICKELL AVE. AND SE 15TH A-2 a6 MIAIAI—DADE COUNT', PROPOSED PANEL "A" PANEL 480V/240V, 1 PHASE, 2 WIRE SERVICE CKT N0, SERVING VA KVA AMPS C.BKR WIRE/CONDUIT A-1 BRICKELL AVE 4639.7 4.64 9.7 40A-2P a6AWG/2"C A-2 BRICKELL AVE 3022.1 3.02 6.3 40A-2P a6AWG/2"C TOTAL 7661.8 7.66 16 REVISIONS ENGINEER OF RECORD NAME DATE NAME DATE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS MIAMI-DADE TRAFFIC ENGINEERING DIVISION OM sE TER noun, FLOP. T2i2e PANELBOABD SCHEDULE DATE DESCRIPTION DATE DESCRIPTION LISSY C. LA PAIR, P.E. LICENSE NUMBER: 92210 CTS ENGINEERING, INC 3230 W. COMMERCIAL BLVD., SUITE 220 FORT LAUDERDALE, FL 33309 DESIGNED BY AG 7/25/2023 DRAWN BY AG 7/25/2023 DESIGNED LL 7/25/2023 CHEBYEO LL 7/25/2023 SUPERVISED BY: LISSY C. LA PAIR, P.E.