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HomeMy WebLinkAboutExhibit BHDR ENGINEERING 3250 WEST COMM SUITE 100 FORT LAUDERDAL JACKSON MEMORIAL HOSPITAL TENTATIVE PLAT #1892 SUBDIVISION IMPROVEMENTS PERMIT REVIEW SET We practice increased use of sustainable materials and reduction of material use. ©2016 HDR, Inc.,all rights reserved SHEET LIST TABLE SHEET NUMBER SHEET TITLE C0.00 COVER C0.01 GENERAL NOTES C0.02 EXISTING SITE PLAN C1.01 SURVEY C1.02 SURVEY C1.03 SURVEY C2.01 DEMOLITION C2.02 DEMOLITION C2.03 DEMOLITION C3.01 PAVING GRADING AND DRAINAGE C3.02 PAVING GRADING AND DRAINAGE C3.03 PAVING GRADING AND DRAINAGE C3.04 PAVING GRADING AND DRAINAGE SECTIONS C3.05 PAVING GRADING AND DRAINAGE SECTIONS C3.06 PAVING GRADING AND DRAINAGE DETAILS C3.07 PAVING GRADING AND DRAINAGE DETAILS C3.0R PAVING GRADING AND DRAINAGE DETAILS C4.01 SWPPP C4.02 SWPPP C4.03 SWPPP C4.04 SWPPP DETAILS C5.01 PAVEMENT MARKINGS C5.02 PAVEMENT MARKINGS C5.03 PAVEMENT MARKINGS C5.04 PAVEMENT MARKING DETAILS C5.05 PAVEMENT MARKING DETAILS NOT FOR CONSTRUCTION WITHOUT APPROVED PERMITS Exhibit B SITE GENERAL NOTES ALL CONSTRUCTION SMALL CONFORM WITH SWFWMD ENGINEERING STANDARDS AND ROO, STANDARDS FOR ROAD BRIDGE CONSTRUCTION. TRACTOR SHALL COMPLY WITH HE LATEST EDITION OF THE FUT DESIGN STANDARDS FOR DES N.CONSTRUCTION. MAINTENANCE AND UTILITY OPERATIONS USING THE FOLLOWIG. BUT NOT LIMITED TO. ITEMS: NSTRUCTURE BOTTOMS TYPE J AND P 2.2. NM 201 -SUPPLEMENTARY 3. R NPE1. ILS2FOReMAN MANHOLES AND INLETS 29. NDEX.%-DTCH BOTTOM NET TYPE B NDE%232-DITCH BOTTOM INLET TYPES C, D, E 8 H COMPLY3. THE CONTRACTOR MALL WITH SWF.. STANDARDS AND SPECIFICATIONS GRADING. BACKE.ING, AND EMBANKMENT PREPARATION. aRESPONSIBILITYH OF THE TO ACQUIRE E NECESSARY RIGHT.oF.WAY UTILIZATION PERMITS) D A I E PROVIDE FOR THE SAFETY OF LOCAL TRAFFIC DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EXISTING ROAD RIGHT-MWAYS WITH THE CITY OF MM. SWFWM0 TRAFFIC ENGINEER. B IT WILL BE THE UAND BEFORE BEGINNING BILITY OF THE CONTRACTOR TO INSURE REQUIRED PERMITS BEGINNINGCONSTRUCT.. COPIES OF ALL PERMITS SHALL EO PROVO NHO CITY OF MIAMI. B. THE CONTRACTOR NTR CTOR MALL BE RESPONSIBLE FOR MEETING ALL INPECTON CRITERIA AD SCHEDULES. AND FOR SIGNING SAID CEO 7. E OUCTORSH LLYBA51PREPARE D SUBMIT TO THE ENGINEER A PROJECT SCHEDULE (BAR GRAPH) AND UPDATE SAID CONSTRUCTION. AND FOR NOTIFY!. THE O8. THE CONTRACTOR STALL BE RESPONSIBLE FOR TOMTIT.. VERIFYING ALL EXISTING MUTES NGEMENTS FOR ANY RELOCATION.R TO REGARDINGERELOCATION. TEMPORARY DISRUPTION OF SERVICE. OR CLARIFICATION OF ACT.. SAID UTILITY. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CROSSING AN UNDERGROUND UTILITY. WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE COOPERATERELOCATED BY THE RESPECT. UTILITY PROVIDERS AND THE CONTRACTOR SHALL WITH THE UTILITY PROVIDER DURIDURIINCONVENIENCERELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE BY THE UTILTIES SHALL E INCIDENTAL TO THE CONTRACT ANO NO EXTRA COMPENSATION.. BE ALLOWED. S. THE ...AEON OF ALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS AND TOPOGRAPHIC FEATURES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION A. ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. HE ENGINEER ASSUMES NO RESPONSIBILITY fOR THEIR ACCURACY. SHOULD DISCREPANCY ARISE BETWEEN THESE PLANS AND ACTUAL CONDITIONS. WHICHAPPRECIABLY AFFECT THE PLANS, THECONTRACTOR WILL HALT ALLLCONSTRUCTON AND NO IFYLTENGINEER ENGINEER IMMEDIATELY.E%ECUTION OF THESE 10 THE CONTRACTOR SAIL CONTROLHIS TRAVELINGTO THE IS OPERATMS ANO THOSE CONTRACTOR F OF HSUBCONTRACTORS,ONACTORMAINTAIN AND ALL SUPPLIERS TO ASSURE THE LEAST FREE AND UNOBSTRUCTED MOVEMENT OF VEHICULAR TRAFFIC AND SHALL LIMIT HIS OPERATIONS FOR THE SAFETY AND F THE TRAVELING PUBLIC. UNDER AL CIRCUMSTANCES. SAFETY SHALL BE THE MOST IMPORTANT CONSIDERATION. 1 FOR COOLsTORSsL BE RESPONSIBLE FOR MEETINGALL INSPECTION CRITERIA AND SCHEDULES, AND FOR SIGNING Is PRIOR TO COMMENCING WORK TNE CONTR.TOR SNAIL FURNISH, IN MHMAINTAIN SIGNS. AN MARKINGS FOR HAZARDS AND E CONTROL OFF TRAFFIC, REASONABLE CONFORMITY WITH THE MANUAL OF UNIFORM TRAFFIC ER;SUCH. TO EFFECTIVELY STREET AND HIGNWAYS OR AS DIRECTED BY BMIAMI cm, OF FWMD IVELY PREVENTNR ACCIDENTS ALLL PLACES WHERE HE WORK TRAFFIC ENGINEER; OBSTRUCTIONS TO THE NORMALTRAFIC R CONSTITUTES IN ANY WAY HAZARD TO HE PUBLIC. 1 FURNISHED SHALL BE IN REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES, 3 GRADING SECTIONS, CROSS MATERIALS FURNISHED MATERIAL REQUIREMENTS, AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN E CONTRACT, PLANS OR SPECIFICATIONS. IS THE CONTRACTOR IS TO FURNISH. ERECT, AND MAINTAIN ALL BARRICADES, WARMING SIGNS, AND MARKINGS FOR HNAROS NE.SSARY TO PROTECT THE PUBLIC AND THE I E CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE POLICIES AND GUIDELINES ESTABLISHED FOR THE PRESERVATION OF ALL PUBLIC AND PRIVATE PROPERTY. THE CONTRACTOR HORK. RESUALL RESPONSIBLE FOR ALL S OR INJURY TO PROPERTY OF ANY CRACTER, DURING THE LTING FROM ANY OMISSION R MISCONDUCT IN His MANNER OR METHOD OF EXEQIUT. THE WORK, OR AT ANYTIME DUE TO DEFECTIVE WORK OR 16. ALLREINFORCEDPIPE (RCP) SHALL BE MINIMUM CLASS III. 17. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL BE ALLOTTED. THE CONTRACTOR IS MANNER TO RESPONSIBLE .MOVE SILT PRIOR TO RUNOFF ROM SITE. ALL ROUTE DISCHARGE INKIER IN SUM ADEQUATELY 113. THE CONTRACTOR SHALL PROVIDE THE ENGINEER 24 HOUR ADVANCE NOTIFICATION FOR THE FOLLOWING CONSTRUCTION NOOBSERVATION ACTMITI.) 18.1. DRAINAGE LO PING ENSUREIBS. FINAL OBSERVATION 19 THE ENGINEER RESERVES THE RIGHT TO REC.. THE CONTRACTOR TO UNGOVER, RETEST ANCYOR PERFORM ANY ACTION NECESSARY TO THAT THE IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE PUNS 20. E CONTRACTOR SHALL COMPLY.. ALL FEDERAL. STATE AND LOCAL LAWS AND REGUUTIONS CONTROLLING POLLUTION OE THE T. 2 SHALL SUBMIT AND RECEIVE APPROVAL OF THE EROSION CONTROL PLAN PRIOR TO HE PRE -CONSTRUCTION MEETING. 22. ANY FUEL GPRIOR OWNER'S APPROVAL AND APPROPRIATE MEASURES SHALL BETAKEN TO INSURE PROTECTIOND GROUNDWATER SHALL DWAT R AD. OIL RESOURCES. 23. THE MA. GRADING. 2 COMPOACT HETOP24MLHESOFUTLTYTRENC ES WITHIN FUTURE RIOADWAYS...5 TO IM% Of HE MODIFIED NOHRAREAS...FOUND . FO 2 ARTIFACTS ARROWHEADS, OWNER RYH.REPRESENT THE SITE BE REMAIN THE IMMEDIATELY. OF HEOWNER AND UPON SUCH DISCOVERY. UIL OWNERRE EN RETS PRESENTATIVE ESHALLBENOTIFIED IMMEDIATELY. 38. RECORD BY DRAWINGS: EHTnFENO Or CONSTRUCTION. THE MOESYAR WALL pREOUNO SURVEYOROAND DRAWINGS RAWIN SSHO IN CTIOTH CONTRACTOR WILL PROVIDE ONE SET OF ION EXECUTED ON ALL CHANGES ROVED IN WATERPROOF RED.. THE FOLLOWING CONTRACTOR CERTIFICATION EXECUTED ON EACH SHEET DIE Co/IRAs:DR) 3 NSPECTONS OF THE CONSTRUCTION OF THOSE FACILITIES THAT WILL ENGINEER ME TIE PROPERTY OF, OR COME UNDER THE OPERATION OF CITY OF MM. SWFWMD AND SHALL OMPLIANCE 28. iTHE ER SHALL S.M. SIGNED AND SEALED.MILT ALAS TO CITY OF IAMI IN ACCORDANCE WITH CITY OF MIAMI STANDARDS.SWFWAID 29. THE ENGINEER OF RECORD SHALL PROVIDE C.OF MIAMI8 SWF.. WITH A STATEMENT INDICATING THAT ALL CONDITIONSOSHHAVE BEEN COMPLIED WITH REGARaNG HE APPROVED PLANS, DEVELOPMENT ORDER ANWOR CONDITIONS C UU. CONTRACTOR SHALL SuBIAIT TO MP AND CITY OF MIAMI SWETT. A NOTICE NOTICE OF TRI MINTONNBT) AND STORMWATER POLLUTION FINTENT/NOS REYENTION PLAN THAT MEETSNPDES PERMIT REQUIREMENTS. 31. ALL ELEVATIONS SHOWN HEREON ARE BAS. ON N.G.. DATUM. 32. HIB PAIN WAS PREPAEDIN ACCORDANCE WITH HE SITE PUN 33. SNPPLRENTAL INFORMATION WAS OBTAINED BY HE SURVEY DRAWINGS PRODUCED BY F.R. EMAN AND ASSOCIATES. 30. THE SHALL ERETSORAGCTOR LL BE RESPONSIBLE FOR THE STORAGE E FACILITIES AND FENDING AS NECESSARDBECRItt OF HIS MATERIAL AND EOUIPMEM, AND 35. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THROUGH THE PROJECT ACCESS ROUTES APPROVED RV THE OWNER ONLY 36. THE CONTRACTOR WILL E RESPONSIBLE FOR THE CLEANUP AND DISPOSAL OF ALL TRASH AND DEBRIS CREATED BY HIS WORK OR PERSCNNEL ALL TRASH AMID MO MUST BE DISPOSED OF OFFSITE. 37. BURNING OFDEBRIS WILL NOT BE IN PAVEMENT OR CONCRETE SHALL BE MADE USNG A PAVEMENT SAW, AND SHALL BE PATCH. TO HE EXISTING SURFACE W A MANNER APPROVED BY THE ENGINEER. SAW CUTTING OF THE EXISTING SIDEWALKS SHALL BE MADE ONLY AT THE EXISTING 39. EASEMENTS TO OTHERPROPERTIES SHALL BE MAINTAINED AT ALL TIMES. 40. THE NG HOSPITAL CONSTRUCTION EQUIPMENT THE CONTRAACCESS CTOR SHALL FULLY SATISFY HIMSELF AS TO THE ABILITY O, AND HAUL ROUTES MAY NOT BE CAPABLE OF SUPPORTING CERTAIN HE TYPES OF EXISTING HALL SATISFACTORILY EQUIPMENT CONTRACTOR SIZE HE EQUIPMENT USE° FOR COSTRUCDY S TION ACCORNGANY DAMAE TO EXISTING PAVEMENT CAUD BS I. THE OWNER SHALL DESINAE AREAS TO EASED Y THE CONTRACTOR FOR THE HAULING OR ANY OTHER CONSTRIXTION.TAITY SHALL BE REPAIRED BY THE CONTRACTOR AT NO COW TO THE OWNER. PARKING OF CONSTRUCTION EQUIPMENT AND VEHICLES YVI-TN NOT ENGAGED IN THE CONSTRUCONSTRUCTION DURING NONWORKING DAYS AND NIGHTS, AS WELL AS, AREAS FOR CONTRACTORS EMPLOYE. 42 ALL NON -PAVED AREAS OUTSIDE IRE LIMITS OF CONSTRUCTION WHICH ARE DISTURBED BY THE CONTRACTOR'S OPERATIONS. SUCH AS THE CONTRACTORS ACCESS ROMS STAGING AREA. HAIL ROUTES, ETC.,SHALL BE RESTORED TO PR ORIGINAL CONDITION. IN ADDITION. ALL EXISTING ROADS THAT.. BE USED AS THE CONTRACTOR'S HAUL ROUTE DURINGSHALL BE MAINTAINED CONSTRUCTION AND REBORED TO THEIR PRE -CONSTRUCTION CONDITION. 93. THE CONTRACTORSHMLL OBTAIN ALL PERMITS NECESSARY FOR THE COMPLETION OF THIS PROJECT. 44. THE CONTRACTOR SHADS LIRE A STREET SWEEPER (USING WATER, OR OTHER EQUIPMENT CAPABLE OFOONTROLLINGAND REMOVING T. APPROVAL OF THE USE OF SUCH EQUIPMENT IS CONTINGENT UPON ITS DEMONSTRATED ABILITY TO DO THE WORK. 45. THE CONTR.TOR SHALL PERFORM AN INVENTORY OF ALL EXISTING STREET LIGHTING, TRAFFIC SIGNAL AND OTHER INSTALLATIONSELECTRIC AND COMNIMCATION (POLES, PULL 80.6, CONTROLLER CABINET, ERVICe FONTS, ETC.) WITHIN E AFFECTED LIMITS THAT ARE INIDCATED W THE PLANS.TO EMAIN. AFFECTED LIMITS INCLUDE ALL AREAS WHERE BEING FORMED. THE CONTRACTOR SUREMOVAL MIT A REPORT OF THE CONDITION OF EEACH INSTALLCAL WORKS L DN..ITSB CONTENT HE ENGINEER PRIOR TO THE BEGINNING DECONSTRUCTION: INCLUDING PHOTOGRAPHS OF ANY IDENTIFIED DEFICIENCIES. UTILITY NOTES T. O DSHALL BE RESPONSIBLE PIPELINES INCONSTRUCTION AREA.NYLOCATION DAMAGES TO ICATION OF ALL EXISTING EXISTING EXISTING UTILITIES ORUNDERGROUND WELIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. L REPAIR WORK SHALL MEET THE MTPROVAL OF THE OWNER OF THE DAMAGED UTILITY 3 CONTRACTOR SHALL PROTECT ALL ITEMS THAT ARE EXISTING LIMING, SIMS. AND TREES IN THE INTHE WORK AREA. ANY DAMAGE RESULTING FROM HIS OPERATIONS SHALL BE REPAIRED AT THE EXPENSE OF HE CNTRACTOR. J PROR TO DIGGING ANY TRENCHES, CONTRACTOR NOTIFY ALL UTILITIES (ELECTRIC, GAS. TELEPHONE, SEWER.EO.) OBTAIN LOCATIONS OF 4, ANY DAMAGES DOG TO PROPERTY OR UTILITIES WILL BE REPAIRED BY THE CONTRACTOR TO THE APPROVAL OF HE OWNER OF THE 5. SATISFACTORY I SFACTORY MANNER. CONTRACTOR WILL BEM ALL COSTS FOR REPAIRS. 6. AN ,UNPLANNED, UNAPPROVED. OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF SERVICE REQUIRES I.E.. CO.IDERED APPROXIMATE ON,. 9. CONTRACTOR SHALL CONTACT 811 SUNSHINE TO LOCATE UNDERGROUND UTILITIES. BEFORE CONSTRUCTION BEGINS. ID, HISTALL AND MAINTAIN FOTAPPROVED INLET PROTECT. SYSTEMS ON ALL EXISTING DRAINAGE STRUCTURES THROUGH OSTRUCTIMA OPERATIONS. m. THE CONTRACTOR SHALL LAYOUT THE GEOMETRY SHOWN OM DISCREPANCIES OCCUR, THE CONTRACTOR M RACTOR SHALLIMWWIELYAIF CONTACT TE ENGINEER FOR RESOLUTIOESE PLANS PRIOR TO ACTIJAL N. GOVERNING STANDARDS AND SPECIFICATIONS: I FLORIDA DEPARTMENT HEREIN. STANDARD SPECIFICATIONS ICAORTATION INS FOULATEST R ROAD AND BRI.EIGN ANDARDSCO CONSTRUCTION. CTI REVISEDS AMIENDED BY CONTRACT GS AS DOCUMENTS.DOCUMENTS. 2 FOR DESIGN STANDARDS CLICK ON THMESGN STANDARD. LINK AT THE FOLLWING SHE. < SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION CLICK ON THE 'SPECIFICATIONS. LINK AT T. FOLLOWING WEB SITE: 5. FDOT.GOVIPHOGRAMMANAEMENTJSPECS.SHIM SCOPE OF WORK 1. THE PURPOSE F THIS PROJECT IS TO RECONSTRUCT A SEGMENT OF HIS WORN WILL COMMSE R: IDENTIFIED2. DEMOLITION: 3. DEMOLITION OF .PHALT WITHIN 4. DEMOLITION OF CONCRETE WITHIN IDENTIFIED LIMITS. HIS INCLUDES BUT IS NOT LIMITED TO SIDEWALKS. CURBS. AND CURB AND GUTTERS. 5. 6. CONSTRUCTION oNSTRUCTION OF BOB HOPE ROM NW 17TH STTO PAST NW 19TH AVE. 7. INSTALLATION OF FOLLOWING ITEMS WITHIN IDENTIFIED LIMITS: 8. NEW CURBS. VALLEY GUTTERS. AND CURB AND GUTTERS. DRAINAGE10. STRIPING AND SIGNAGE 11. MODIFICATIONS 12. ADJUST ROADWAY LIDS AND COVERS EROSION AND SEDIMENT CONTROL NOTES MAINTENANCE OF TRAFFIC (MOT) 1 CONTRACTOR TOENSUR SILT FENCING, AD RAD G SEDIMENT BASINS. OONST N ONCTIENTRANCE ARE INSTALLED SITEO E PRIOR NYLADO X. ROADS.W.RE CONSTRUCTION VEHICLE ACCE. ROUTES INTERSECT PAVED PUBLIC MINIMIZE HE TRANSPORT OF SEDIMENT Y TRACKING ONTO THE PAVED SURFAECONTMCTOR SHALL PROVIDE SITE ENTFMNCE WITH SOIL TRACKING N THE PLANS. IF CONTRACTOR RELOCATES ENTRANCESNHENT THEY NEED TO BE ADEOTION DEvICE PDT FOOT INDEX ITO THE SWPPP IMMEDIATELY.06. LOCATION ARE SHOwN ELY. IF SEDIMENT IS TRANSPORTED RROADS BY SHALL REMOVED FROM THE ROASHOVELING OR SWEEPING AND TRANSPORTED DAY. MNSPORTED TO AN 0.1. AREA. 3. EISITE CONTACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS NAVE BEEN STABILIZED. SETTER4. SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORNI DRAIN SYSTEM. DITCH. OR CHANNEL. ALL STORM INLE. THAT ARE ...OPERABLE URNS CO NSTRUCT. TRUCT. SHALL BE PROTECTED SO THAT SEDIMENTHADEN WATER CANNOT ENTER THE COWEVARCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWIsE TREATED TO REMOVE 6. CONTRACTOR SHALL INSURE THAT ALL II AGEST STRUCTURES. PIPES. ETC. ARE CLEANED OUT, PLUGGED WHEN REQUIRED AND INWORKNG TIME S FILTERSILT FENCES. IAEACH RAINFALL AND AT LEAST DAILY DURING BPROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. T. PERIODIC INSPECTION AND MAINTENANCE OF ALL VIDED TO ENSURE ED. THE CONTRACTIOR SENT HALL TBE CORCL NTINUALLY RESPONSIBLEES MUST BE OFOR ALLSEDIM SEDIMENT (WATER ORAIRLEAVING HE PROPERTY SEDIMENT CONTROL MEASURES SHALL BE IN GOOD WORKING COMMON AT THE END OF EACH 8. SHOULD THE FABRIC ON WORKING SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF BARRIERTHE EXPECTE° USABLE UFE AND THE IS STILL NECESSARY. THE FABRIC SHALL BE REP,CED PROMPTLY. 9. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER N. EACH STORM EVENTTHEY MUST BE REMOVED WHENEPOS. REACH APPRO...., ONE- THIRD THE HEIM OF THE NPLACE AFTER 10. ANY THE SILT FENCE OR FILTER BARRIER. NO LONGER REQUIRED SHALL RE DRESSED TO CONFORM WITH THE EXISTING GRADE. PREPARED AND SEEDED. It. EROSION AND SEGMENT CONTROL BARRIERS SHALL BE RM.:ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAm WATER MALI. DEGRADATION. 12.. OD SHALL BE PLACED IN AREAS WHICH MAY EOREIMMEDATE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS 4.7G, 3 1 N DISCHARGE FROM DEWATERG ACTIVITY SHALL BE FILTERED AND CO.. TO HE OUTFACE IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFACE 14. ALL EROSION, AND SEDIMENT CONSTRUCTIONOL TO REMAIN IN PLACE AFTER COMPLETION OF CONSTRUCTION AND REMOVED ONLY WGN AREAS ...EN STABILIZED. 15. THESE PLASINDICATES THE MINIMUM EROSION AND SEDIMENT MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR METING ALL APPLICABLE RULES, RfNUTONS AND WATER QUALITY GUIDELINES ANO MAY NEED TO INSTALL ADDITIONAL 16. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENT DISTRICTANDIOR FDEP INQUIRIES. EROSIONRELATIVE TO COMPLIANCE OF MICE SHALL BE PART OF THE CONTRACT. COPIES OF INQUIRES SHALL BE FORWARDED TO THE ENGINEER FOR REVIEW. HA 17. THE CONTRACTOR IS RESPONSE/LE FOR FOLLOWING THE BEST EROSION MD SEDIMENT CONTROL S. SOU. FLORIDAMD OUTLINED IN THE PUNS, RIDA WATER MANAGEMENT DISTRICT /SWA )RACTICES AS ANO FLORIDA DEPARTMENT OF ENV RONMENTAL PROTECTION /FOE. SPECIFOATIO. AND CRITERIA. e. CONTRACTOR TO REFER TO THE PROJECT SWF. FOR ADDITIONAL INFORMATION ON EROSION CONTROL MEASURE. 19. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER O.THE FLORIDA DEVELOPMENT MANUAL - A UDE TO SOUNDAND AND WATER A 20. MANAGEMENT FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL OILCTION SBFEXPOSED DURING SITE ALTERATION SHALL BE STABILIZED. AND RUNOFF AND SILTATION SHALL BE DIRECTED TO AREAS APPROVED IN HE EXCAVATION SITE PLAN OR OPERATING PERMIT IN SUCH A MANNER AS TO REVEMOF-SITE IMP SAFETY NOTES 1 CONTRACTOR SHALL CONDUCT HIS CONSTRUCTIBN OPERATIONS AS SHOWN ON THE PROJECT LAYOUT SHEET. TSAFETY PLANS. AND HE HIS APPROVED PHASING PLAN. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTNTIEB WITH HE OWNER TO MINIMIZE INTERFERENCE TO OPERATIONS, CONSTRUCTION NOTES: 1. REFER TO THE CT SURVEY FOR VERTICAL AND DPoZONTAL DATUM INFORMATION. N EXIST G...GOESTRUCTURES WITHIN THE PROJECT LIMITS ARE 10 REMAIN, UNLESS OTHERWISE NOTE°. 3. THE CONTRACTOR SHALL NOT BRING ANY HAZARDOUS MATERIALS ONTO THE PROJECT. 4. LAZEKNOTTNyORESUSPECTED TOHE HAZARDOUS EER.WHO'En ORECT THEOMRACTORTOPROECTHEAREAOFKNOWNOR CONTAMINATION UNTIL oR SHALL Nar REHR N TD HE AREA of APPROVAL IS PROVIDED BY THEVACUATION ENGINEER.OF ER.cT S N OF THE EVACUATION OR EVVEENT AS DIRECTED BY THE ENGINEER DURING THESE ICANE OR OTHER CATASTROPHIC EVENTS AND SHALL REMAIN ALLIIMAOT DEVICES SHALL DURATION OF FROM HE IANR AND SAFETY STORED. 6. HE.TNE EMERGIS TO MAINTAIN AND PENILE TRAFFIC KM STREET NAME VISIN . DURING CONSTRUCTION OPERATIONS TO MILLEDFACR7. ASPHALT SHOULD. KEPT OFF HE REMAINING SIDEWALK OR REMAINING GRASSEDAANDSCAVE AREAS. 8. TE LOCATIONS OF UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOUD BE I. MAINTENANCE (LATEST EDITION AND REVISONS) AND THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN STANDARDS CUTEST Emu., TIBN AND REVISION., 2. LOCAL RESIDENTIAL/BUSINESS ACCESS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO HE RRIENTSIBUSINESSES AFFECTED BY CONSTRUCTION ACTIVITIES. ONE M) WEEK IN ADVANCE OF HE START OF ANY PHASE CF CONSTRUCTION. 3 CONTROL DEVICES SHALL BE NEW OR LIKE..CONDTION. ALL SIGNS SHALL IMPOST MOUNTED I UNLESS OTHERWISE INDICATED. 4 PMEM. VEHICLES °RN/AT: RME SHALL BE PARKED OR STORED WIHIN THE CLEAR ONE OF ROADWAY EN TO TRAFFIC. 5. EXISTING REGULATORY AND WARNING SINS ARE TO BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE NOTED. PEDESTRIAN CONTROL SHALL BE MAINTAINED ON ONE RIDE F HE ROAD AT AL TIMES. IF UNABLE TO DO SO, HE CONTRACTOR SHALL PROVIDE TEMPORARY WALKWAYS, BOARDWALKS ANOOR TEMPORARY CONCRETE SIDEWALKS. T. ['E.G.. SHALL NOT BLOCK TRAFFIC. e HE CONTRACTOR SHALL BE RESPONSIBLE OR INSURING EACH EMPLOYEE SUPERVISING HE SELECTION AND MAINTENANCEPIACEMENT OF SUCCESSFULLY COMPLETINGMPLETING A FLORIDA DEPARTI DEPARTMENT OTRANSPORTATIONFD TRANSPORTATION EOT APPROVED..CORSET PROPERLY TRNNED BY ATTENDING AND E INVOLVEMENT.TRAINING STALL BE AT A LEVEL APPLICABLE TO THE EMPLOYEE'S LEVEL OF COPIES OF CERTIFICATIONS BE PROVIDED TO HE., OF MIMMI PRIOR TO IMPLEMENTING ANY PHASE OF MOT. eCONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL SUPERVISOR ITCS) WHO IS RESPONSIBLE FDR IMITATING, ISTALUNG AND MAINTAINING ALL TRAFFIC CONTROL DEVICES. 10 THE TCS SHALL BEANEO A24-HOUR PER DAY BASIS. PARTICIPATE IN ALL CRANES TO TRAFFIC CONTROLROL AND PROJECT O 11. THE TCS SHALL BE PRESENT DURING THE INITIAL SETUP OF THE TRAFFIC COSROL PUN AND ALL SUBSEQUENT PHASES OR CHANGES TO THE TRAFFIC CONTROL. 12. HE TICS SHALL IMMEDIATELY CORRECT ALL DEFICIENCIES. 13. TIE CONTRACTOR SHALL ENSURE THE TICS BE AVAILABLE ON SITE :WITHIN 45 MINUTES OFNOTIFICATION OF AN EMERGENCY SITUATION AND IS PREPARED TO RESPOND TO AND CORRECT THE TRAFFIC CONTROL OR PROVIDE ALTERNATE ARRANGEMENTS CORRECTIVE RESPONSIBLE FOR RPERFORMING I 1WEEKLY, DAYTIME ANO NIGHTTIME INSPECTIONS OF ALL TRAFFIC .NTROL DEVINE. TRAFFIC FLOW. PEDESTRIAN, BICYCLIST MOVEMENT THROUGH THE WORK AREA AND BUSINESS ACCOMMODATION 16. MOT PLANS SHALL SUBMITED PRIOR TO COMMENCEMENT OF WORK FOR ENGINEER 16, CONTRACTOR SHALL MAINTAIN A P TEDN LANE OPEN AT ALL CONSAPPROVAL. CONSTRUCT. ACTIVITIES. f�2 OHEIR ENGINEERING, INC. T COMMERCIAL BOULEVARD SUITE FORT LAUDERDALE. FLORIDA 33103 Jackson Mirac(esmadeda4. SHEET TITLE GENERAL NOTES PROJECT MANAGER BRENDA CLARK CHECKED BY DRAWN BY ORIGINAL ISSUE 11/16.18 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 PROJECT NUMBER: DATE JANUARY 2019 ISSUE PERMIT REVIEW SET SHEET NAME C0.01 • i • ' ; ; . •I i w Z w ♦ Z r NW 18 STREET NW 17 STREET LEGEND PROJECT BOUNDA/ . , _ a f ;q1 L Int 101 sowEST ENGINEERING. BOULEVARD SUITE 100 FORT LAUDERDALE. FLORIDA MOO Jackson LIENEIR wows Miracles mMedadg. SHEET TITLE EXISTING SITE PLAN PROJECT MANAGER BRENDA CIARK CHECKED BY DRAWN BY ORIGINAL ISSUE 11/1 u. EROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 PROJECT NUMBER: DATE JANUARY 2019 ISSUE PERMIT REVIEW SET SHEET NAME C0.02 sse.T NW 9th AVENUE _kl ASPIAT —mac WART IM: 2 TRACT "t PH1/JMH MENTAL HEALTH No. DNH (P.R, 154 - PG, 15, 22. • TRACT "A' !'SON MEMORIAL H2ONTNO REOEVELOPMEN A (F.2. '..0(; - PG. 29, M0.C.R) O SGLE FEET F�2 HDRENGINEERNG, 3250 WEST COMMERCIAL BOULEVARD SUITE 100 FORT LAUDERDALE. FLORIDA 33309 Jackson °P Miracles madeda4. SHEET TITLE SURVEY PROJECT MANAGER BRENDA CLARK CHECKED BY DRAWN BY ORIGINAL ISSUE rIS/2018 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12Avenue Miami, Florida 33136 PROJECT NUMBLR DATE JANUARY 2019 ISSUE PERMIT REVIEW SET SHEET NAME C1.01 1 113Stl3 011128.2.5_ FY2 NDRENGNEERING. INC. MO WEST COMMERCIAL BOULEVARD SUITE 100 FORT MITER... FLORIDA 39909 Jackson EC Miracles meldedarPy. SHEET TITLE SURVEY PROJECT MANAGER BRENDA CLARK CHECKED BY DRAWN BY ORIGINAL ISSUE 11/15/2010 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12Avenue Miami, Florida 33136 JGHi 1;lEc PROJECT NUMBER: DnTE JANUARY 2019 ISSUE PERMIT REVIEW SET SI NAME C 1.02 FY2 HUD SNOWED., INC. ST COMMERCIAL BOULEVARD SUITE 100 FORT UUDERDPLE. FLORIDA IMOD Jackson rali IFA.. s Miracles ma&Oily SHEET TIRE SURVEY PROJECT MANAGER BRENDA CIARK CHECKED BY DRAWN BY ORIGINAL ISSUE 11 /1512018 SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12Avenue Miami, Florida 33136 OHNEFR WASS PROJECT NUMBER', DATE JANUARY 2019 ISSUE PERMIT REVIEW SET SHEET NAME C1.03 IRACi -A" .IACKS(N M-CuORIaL HOSPITAL RFOEVELONEN7 SUBDIVISION N0.1 - PG. 79. MG.G N.) LEGEND EXISTING CONCRETE SIDEWALK TO BE DEMOLISHED 'V PAVEMENT TO BE MILLED - x - EXISTING CURB TO BE DEMOLISHED F�2 NOR ENGINEERING INC MO WEST COMMERCIAL BOULEVARD SLIDE ISO FORT LAUDERDALE, FLORIDA 33309 Jackson ME Miracles maSedfv4 DEMOLITION PROJECTMANADER BRENDADLARK CHECKED BY DRAWN BY ORIGINAL ISSUE 11/152018 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 JOIN F. NEFF TIMSS PROJECT NUMBER: DATE JANUARY 2019 ISFUE PERMIT REVIEW SET ,IEET NAME C2.O1 , , ) 1 \\ \\._. , ) , , , 8c\k\k\\\\ 1 \ ,,o, 0 0 0 T , , , . , j\ \i t\\t\ ,\\\\*\8\' \\\ \*\SAI eik\\\\\\\''\8\\* \kt.,\ - -\\%\ , ,\ x\t\\;\_\*\‘‘ ,,, , , ,\ ,\ \ - .\ ' \ \\\IN LEGEND i•Oi'OOOi' EXISTING CONCRETE SIDEWALK TO BE DEMOLISHED 1' PAVEMENT TO BE MILLED - x - EXISTING CURB TO BE DEMOLISHED FY 2 NOR32S0;STD MMERCIALBOULEVARD SUITE FORT LAUDERDALE. FLORIDA 33309 J Jackson 1E T. Miracles l mad¢daePii- DEMOLITION PROJECT MANAGER BRENDA CLARK CHECKED ITV DRAWN ST ORIGINAL ISSUE 1111512E18 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 70,73.3 INICUECT NUMBER DATE JANUARY 2019 PERMIT REVIEW SET SHEET NAME C2.02 LEGEND EXISTING CONCRETE SIDEWALK TO BE DEMOLISHED PAVEMENT TO SE MILLED - x EXISTING CURB TO BE DEMOLISHED F�2 MR ENGINEERING. INC MO T COM MERCIAL BOULEVARD SUITE 100 FORT LAUDERDALE. FLORIDA 33309 Jackson Miracles madedady, DEMOLITION PROJECT MANAGER BRENDA CLARK CHECKED BY DRAWN BY ORIGINAL ISSUE 11I1S12010 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 JOHNS NEFF 7.0833 PROJECT HUMBER °" JANUARY 2019 ISSUE PERMIT REVIEW SET SHEET WAS C2.03 LEGEND: PROPOSED SIDEWALK NOTES: MD RESURFACING MATCH EXISTING SIDEWALK (ISP.) E 015071.00' VIDOW EWALK RAW CR.A SEE DETAIL ON SIDEWALK RAMPD ET Ca Oe CR SHE:TC308' N.:6AZ.�' 10 u�7/JAr4 M�IJ iA'. OE A; � r, e A. 09 - PC. 15. MC.C.R.�1 1. CONTRACTOR TO ADJUST EXISTING UTILITY STRUCTURES COVERS TO PROPOSED FINISHED GRADE 2. FOR PAVEMENT MILLING AND RESURFACE INFORMATION SEE TYPICAL SECTIONS ON SHEET C3.08 20 19 18 17 16 15 14 LIMITS OF MILLING AND RESURFACING / aocATEE snau SIDEWALK RAMP CI, 05 STRUCTURE TOP TO BE REPUCE0 SEE DETAIL . SHEET C9.07 VALLEY GUTTER E. 9160,a.e6' TYPE'F.CURBAND- SEE TeS( ON) SIDEWALK CONCRETE TYP.) SHEET C5.06 TRACT a• aSON MCMOR1A1. HOSPiAL REDEVELOPMENT SJB0N,510N NO.' (P.P. '0O PC. 29. NO.C.R.'. ` N' 6.191600661. TREE GRATE IN RIGHT OF WAT eye) 916080.7e' N: 630830.27' Ero 1, CURB SEE DETAIL ON SHEET R vole FuuoE mLIGHT eJ aEcREPLACED I SEE DETAIL ' SCALE IN FEET 8 Y s 5. �Zg .21 gw 10+50 PROFILE: WEST GUTTER LINE 11400 11.50.00 11+50 13+0000 12/00 11.50.00 12.50 13+00.00 13.00 13.60.00 13+60 N U w 10 MATCHLINE - S 20 13 10+00 F�2 MDR ENGINEERING. IRO 3250 WEST COMMERCIAL BOULEVARD SUITE 100 FORT LAUDER W LE. FLORIDA 33309 Jackson Miracles madedatki.. PAVING GRADING AND DRAINAGE PROJECT MANAGER BRENDA CLARK CHECKED SY DRAWN BY ORIGINAL ISSUE 11I152013 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 JOHNN FFNEFF 3 PROJECT NUMBER'. DATe JANUARY 2019 ISSUE PERMIT REVIEW SET SHEET NAME C3.01 NOTES: 20 19 18 17 PROPOSED SIDEWALK 18 1. CONTRACTOR TO ADJUST EXISTING UTILITY STRUCTURES COVERS TO PROPOSED FINISHED GRADE 2. FOR PAVEMENT MILLING AND RESURFACE INFORMATION SEE TYPICAL SECTIONS ON SHEET CS.08 15 14 LIMITS OF MILLING AND RESURFACING 00 NOT DISTURB CONCRETE UNDER LIGHT POLE RANC£mP.t .'.. AlAIC, EXISTING SlocycAt a m S., 7r :s -W Sw g A OA% _- _ H SCALE 1.=20' N5000 14400 PROFILE: WEST GUTTER LINE 15.00.00 15+00 15.50.00 1F00.00 10..00 10.50 17450 20 10.00 F�2 NOR ENGINEERING, Es, COMMERC !NC BOULEVARD FORTTOO IAUDERDALE. FLORIDA 30509 Jackson 01,13-11 IN s made d8teg. PAVING GRADING AND DRAINAGE PROJECT MANAGER BRENDA CLARK CHECKED BY DRAWN BY ORIGINAL ISSUE ONSOOIS PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 PROJECT NUMBER'. DATE JANUARY 2019 ISSUE PERMIT REVIEW SET FlIFFT CAME C3.02 LEGEND: PROPOSED SIDEWALK NOTES: 1. CONTRACTOR TO ADJUST EXISTING UTILITY STRUCTURES COVERS TO PROPOSED FINISHED GRADE 2. FOR PAVEMENT MILLING AND RESURFACE INFORMATION SEE TYPICAL SECTIONS ON SHEET C3.06 20 19 1e 16 15 14 024 E.91521)P5 5.772. PE GUTTER MP) 14: M147S 915209.10' 82167.1 OS' E:91ST34,26' 021600.071 915282.25' SRI STA 10 LtS]6 SODS S gal gw A66x G.Mx ' s � k H SCALE, 24 V SCALE 1121' 19+50.00 PROFILE: WEST GUTTER LINE 1E1400.00 1,400 20+00 20/00.00 21.0000 20 13 21.2.50 F�2 HDR ENGINEERING. INC. 3260 WEST COMMERCIAL BOULEVARD FUITE 100 ORT IAUDERDALE. FLORIDA 3330S Jackson Miracles madRdat6i. PAVING GRADING AND DRAINAGE PROJEC1 MANAGED BRENDA CLAW CHECKED BY DRAWN BY ORIGINAL ISSUE 111151201E PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 PROJECT NUMBER: DAZE JANUARY 2019 ISSUE PERMIT REVIEW SET SHEET NAME C3.03 STA 15.50 10 30 3s 0 a s0 55 60 65 Immisammik 0 5 10 15 R0 STA12350 25 10 -10 -s 0 60 65 15 10 S 0 25 25 20 15 1399 15 20 25 30 35 10 45 50 55 60 65 15 -10 a o s 10 10 15 20 STA13.00 90 35 0 45 50 60 6 IIIIIIIIIIIIIII 111 1111111111 15 0ryu 005% 5 10 1s 20 25 30 35 0 45 50 55 60 65 70 T5 eo 10 15 20 25 STA 1,00 50 60 65 20 25 30 00 45 30 55 60 11fl1„.uuu,ui uiluuiiiuuiiui 10 0 5 10 15 20 ETA 13.50 0 45 0 55 60 20 1.111111111111 5is -10 -s 0 0 20 25 e '69' it 515 AO c o 10 16 5 30 35 40 45 50 55 60 65 20 75 .0 05 50 55 60 65 F�2 HEM 3259 W ESIT COMMERC AL ITMEVARD SURE M FORT 1AUDER ALE,ROR10A 93M Jackson 3.3511,31 Miracles au2dedlad. PAVING GRADING AND DRAINAGE SECTIONS PROJECT MANAGER BRENDA CLARK CHECKED BY DRAWN BY ORIGINALISSUE 111152016 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12Avenue Miami, Florida 33136 PROJECT NUMBER: DATE JANUARY 2019 ISSUE PERMIT REVIEW SET SHEET NAME C3.04 15 AO 5 0 5 10 15 0 25 30 35 40 <5 50 % 60 65 15 10 5 10 15 20 25 30 35 40 45 50 55 00 65 La' 10 25 5 10 15 20 25 30 % 40 0 AO s 0 s 10 15 20 30 ,6l 5 10 15 20 2s 30 35 00 45 10 80 55 -1s .10 -5 0 5 15 20 25 30 35 40 45 6O 55 20 5,19,60 0 5 10 15 20 0 45 60 55 BO 65 IIIREPHHE 1111111iiiiiiil 5 ID is 20 25 30 % 40 45 50 % 5O 65 F�2 3250 WEST COMMERC AL BOULEVARD FORTLAUDERDALE. FLORIDA 3.9 Jackson Miracles made dathi. SHEET VETE PAVING GRADING AND DRAINAGE SECTIONS PROJECT MANAGER BRENDA CLARA CHECKED BY DRAWN BY ORIGINAL ISSUE 11I15I2018 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 OH EF PROJECT NUMBER: DATE JANUARY 2019 ISSUE PERMIT REVIEW SET SHEET NAME C3.05 ' • i wo,..l.®.PPia ru, cR.eA,,TERI _ rxR Rtr c a ...Si'• euR. R0 .`..� u &Cu rn:R mn: •,-, GREENs CURB GOWN mW® RRI RaA ,RR cy. 11. CURS (MI 110 GUTTER REINFORCED CONCRETE CURB AND VALLEY 15161. ROr toI xPAR auRUC xoRRs I wsc ss-ss-ej , CI . pi fill . L mnRx . AlLffi wtrwn Q -0. ..� ,Dn ,w .i>•-Bi r R.RPaaRw� 7-.... Ir-Hl , .R \emr Y av, s STANDARD DRIVEWAY DETAILS FOR SIDEWALK/PARKWAY LESS THAN 7'-6" IN WIDTH LK. oEPoxrumr aka Jc xeRRs 11. Of wsc Js-85-2> I R a. CONCRETE VALLEY GUTTER w urOAwnaro. � v`r xoa nr •a ter- INLAIll rear,...-in imi © Iw F771�>i ` VOR e� § Ill- (mir me r TYPE F-3 CATCH BASIN t rroeE,mYlaa �. ou oa:roE,EMENT ONP11 t PAVEMENT SECTION FECAT PAVEMENT SECTION FACIA 1 PAVE ENT SETN r,> ow �o<^clmE�asaysoE1O m` R CONERE,EP.,E„E.TPE<MPI F�2 HON ENGINEERING INC SOIN 0BT COMMERCIAL BOULEVARD SUITE FORT DERDALE. FLORIDA 3030B Jackson REAM! SIGITA Miraclesmadedai6i. NHL, MILL PAVING GRADING AND DRAINAGE DETAILS PROJECT MANAGER BRENDA CLARK CHECKED BY DRAWN BY ORIGINAL ISSUE 11r15USIB PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM 1611 NW 12 Avenue Miami, Florida 33136 PROJECT NUMBER - DATE JANUARY 2019 ISSUE PERMIT REVIEW SET C3.06 II II #5 Bars Top #6 Bars #4 Bars Continuous #4 Bar #4 Bars. B' 00, Top 5 Bottom Face Of Curb Orregio Bottom 12' Returns. Or 12" Returns Same Each (Min.) Pre\\f 'III-- #4 Bar F/_w I (! ( __ 4x4/W4.O xW4/Ow) r _ ICI QECTi=TIzIIIIECEI E _ QITEETQMIZIIITIIZ� ( ( ( 2 I — ��` I Welded Wire \ Reinforcement. — —I I- I� 45 Bars, With Hooks. 6" cc. Bottom MQMMMEMTEITM E�TTM�MMEME° Direction Or a s.�®mom I / Predominant Flow �/,������m����/ r OPei in9 Centered Bottom I EETETEMEEMTEM QLECEICEIFIECEErQm q #9 Bars. Iz c< uII 1 Center a( Opening \ 24" / Center Of Opening / St a./0//set Location -L L J- I Or 4x4-W4.0 x W4.0 I - sta./orrset Location 624 I Welded Wire Reinforcement 40" x 20" TOP VIEW /� i-II (Curb Box) 18�" 6" Closed Stirrups cc -- =r — S .� --.1- 2 #4 Bars Top 6, Bottom (Frame) Ir" ,0 (Three Sides) 'a - #4 Bar (12" Legs) (Grate) .J ���4 �_ #5 Bar Top 6 Bottom, L=78' 3;z ,,„__.._ Adjsolable Curb e8ox TOP VIEW Her i !6 l0 9 Curb ) TOP VIEW N1 17 a.• z e // 1 #5 Bar Bars ,� atkvsii % #6 Bar #4 Bars (Or Welded •• 33' 1 3% l 29" f- 'h" I�"� 3V1 T <._ ;I\ i'_ Wire Reinforcement) 36" �.4 'A 1 31" i j _� Welded Wire kf © 31" .! 1 —.-r Reinforcement #9 Bar 43' ���>. �s Optional Key TRANSVERSE SECTION Optional Key (In Lieu Of Dowels) 6" Brict'ete (In Lieu 0l Dowels) LONGITUDINAL SECTION 3-B" or 4•-a' B' enck 3-6" 6„ ly, FRAME AND GRATE I \ r (Bottom Or Riser) \ ,I --(Bottom Or Riser) � \ SECTION AA SECTION BB �"/- Vs" bottom Lug (2 Corner5l _' 4 (SEE NOTE 6 BELOW) (SEE NOTE 6 BELOW) t TOP SLABS if II I I I I II I Approximate Debris Free Capacity ' I (0.02 Pavement Cross Slope) III II I I� II I qi GENERAL NOTES I I II I I I LL ■■■ 1111 Ill i I I I I II II 11 I I I I I h1 I 30IFO 1. This inlet is primarily intended for locations with light to moderate flows where right of way does not permit the use of throated Curb Inlets Types 1 through 6. The typical application is on curb returns to city streets. The inlet grate I I I I I I I I I I �� I I I I I I I l I I I _ 0 30 � 1.0 — 4 g°b G4 p,te� s suttame for pedestrian and bicycle attic. Gutter Type F. Grate I1 �,■■ 2. This inlet 16 be located outside of curb ramp area In vertical faced curbs such as Curb and shall be oriented with vanes directed toward Predominant flow. 0 T I 11111 1 1 11 II I I 1 I 100 90 70 to 50 —.. � 090 8 ke 70T 60 %) 3. For structure bottoms see Index No. 200. For Supplemental details See Index No. 201. 2tYra, have ] 9" unless otherwise shown. Tops shall be either cast -in -place or EFFICIENCY CURVE TOP VIEW Dr --.1 %" 4. All steel in slab tops shall minimum cover precast concrete. 5. For Alternate B applications, top slab openings shall be placed such that 2 edges of inlet frame will be located t.._ directly above bottom wall or riser wall. 35Vj" L�" R risers are not app p s detailed applied, 100 to lab ]�" ]2 Equal Spaces 2lYs" 5" 3V." R i 6. When used on a structure with dimensions larger than those above and shall be constructed using Index No. 200 with the slab opening adjusted to 24"x36". The "Special Top Slab' on Index t C50 , a: ,�C' C• C' Z6\y ,C4, '$ S No. 200 is not permitted. See Detail A See Detail B -1 l_i J 7. Frame may be adjusted with one to six courses of brick. v 8. Vaned with approximately equal openings will be permitted that satisfy AASHTO HL-93 loading. Grates shall be I :ry t grates SECTION DETAIL A DETAIL B reversible, right or left. GRATE DETAIL LAST 6o REVISION ,n 11/01/16 DESCRIPTION: FY 2017-18 FDOTT .......— DESIGN STANDARDS CURB INLET TOP TYPE 9 INDEX NO. 214 SHEET NO. 1 of 1 F�2 NGINEERNG, IRO. 3M WEST COMMERCIAL BOULEVARD SUITE 100 FORT LAUDERDALE, FLORIOA 33309 J0,1 Miracles ;ade . PAVING GRADING AND DRAINAGE DETAILS PROJECT MANAGER BRENDA CLAW CHECKED BY DRAWN ORIGIN. ISSUE 11I15R01B PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 PROJECT NUMBER DATE. JANUARY 2019 ISSVE PERMIT REVIEW SET C3.07 AT -"T . ,. ,.,F..:, •..•• RADIAL SIDE.AI. AmpsD `/ -) OPOLIT „r RA.T cups sEPTsurtp, Gas cone PLAN VIEW WALK EDRB OPTIONS LINEAR SIDEIPALT RAMPS RAILROAD CROSSING PLACEMENT OF SIDEWALK CURB RAMPS AT CURBED RETURNS MP SECTION B�e SECTION C C RAILROAD CROSSING AND CURB RAMPS AT CURDED RETURNS SIDEWALK CURB RAMPS CRAC AND SIDEWALK CURB ,,Am £oeumm,ox Fv 2018-19 "" Si ,,D PLANS DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS ,.o<. 522;002 80/8 walla 0207 uu.i.r,w tO Fv1918-19 SiauoaRD PLANS DETECTABLE WARNINGS AND fiIUBW'AL% CUM RAMPS 512-002 0 son Sole //� I,DNETNE pow ,EDRETRC vow -' ',. NE,ME Flap oa, ,e ,_....-�. 'iw P..ID,,. ISOPETRic vim ` . oDATRu yr w =XXV; AG SDI ..,,MR,fargr.,.,a.,.. ,.^.,.4.. SECTION AAA SIDEWALK CURB RAMPS GM AND CR-8 - SECTION SEL7rIONEE SIDEWALK CURB RAMPS CRN, CR CR L II/qR) INu FY 1018-19 �J'» STANDARD PLANS DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 522-002 2Df8 01/) 2 iti'V SrANDARD PLANS UETECTARLE WARNINGS AND SIDEWALK CUM RAMPS 522-002 SD/8 F)1 NOR W ST CEOM ERCIIAL BOULEVARD FORTtAUDERDALE. FLORIDA S.. Jackson Miracles mock 1i* PAVING GRADING AND DRAINAGE DETAILS PROJECT MANSE. ORENELB CLANK CHECKED BY DRAWN 6Y ORIGINAL ISSUE 11/1512010 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 JONW.1;IFFE PROJECT NUMBER °ATE JANUARY 2019 IDEUE PERMIT REVIEW SET SHEET NAME C3.08 LEGEND CURB INLET SEDIMENT BARRIER Abe- 1 Om FEZ HOP ENGINEERING INC. 100T COM MERCIAL BOULEVARD SUITE FORT LAUDERDALE. FLORIDA 93309 Jackson triA IIEWDI SYSTEM Miracles madedaQy. SHEET TI1LE SWPPP PROJECT MANAGER BRENDA CLARK DRAWN BY ORIGINAL ISSUE 19152013 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM 1611 NW 12 Avenue Miami, Florida 33136 PPOJECT NUMBER DATE JANUARY 2019 ISSUE PERMIT REVIEW SET SHEE NAME C4.01 h�2 INC. WESTCONMERCaLSORLEVARN SUITE 100 FORT LAUDEPOALE, FLORIDA 33300 Jackson HEATAISYST. Miracles made daily. Oig SHEET TITLE SWPPP PROJECT MANAGER BRENDA CLARK CHECKED BY DRAWN BY ORIGINAL ISSUE 1111512010 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 PROJECT NUMBER DATE JANUARY 2019 ISSUE PERMIT REVIEW SET SHEET NANIE C4.02 9.1 j JNI- v951A9 -IEALTU 'IU. Oi._ 15,1 - PG. 15. u11,9.R.1 A PCT"r ':SON M(UO121A'1 OSPIIA5 REDEVELOPMENT S118DIVISION NO.` �P.5. !CO - PG. 29. MD.C.P.) F�2 HOP BIT COMMERCAL BOULEVARD SUITE; Jackson Miraclesmnde SWPPP PROJECT MANAGER BRENDA CUM( CHECKED BY DRAWN SY ORIGINAL ISSUE 11PISGOIS PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 PROJECT NUMBER : DATE JANUARY 2018 ISSUE PERMIT REVIEW SET SHEET NAME C4.03 CURB INLLI SLBINENI BARRIER A[T ENVIRRNENIAL O)IIERBIBOT MI EU4AL NIN 9.00' DIA. CURB INLCI MN. 12' OVERLAP BEYOND INLET OPENING VARIES CURB INLET SEDIMENT BARRIER DETAIL 1) protection Tree and prunin We g 1shll be Walled as alled In special po Nana, the cont.:Oen plane. and T construction effort will be Oa with regards to mtnirnizing oroelon problems by the use al .dory and 3) or for drainage system. or structure construction prior to such excomtion or Environmental control leatures os provided In the WIPP. ore to es instailea ot all IN. Inlet entrances are Nso to be protected horn Elation os dotal. on sheet 2 of 4 of Esc, 33-Bg -Z. 4) M project In accordance with N.P.0.2.S. requirements The contractor must Nnsure that oll erosko control features function properly at NI limes 5) An melon end muter. capoets must ae cantonea wnnn tee project smlts. B) A aced w stdmm, as mentioned in the SWPP mane. The project engineer may Hooch other areas as neaee.orY.. >) d ne °)toes aed°mnlrx,IterOanuiiperowredaOltn teiu±iw°convolntenopllingclwiin coutei°tim11s10ra«!ee°eeyPeroch 9) Stockpiled material shall net be MX H erosion prone onus unless protected by cow, or rod bags 0) I„e .shim 16 aN and the ; o t ° 'R n, a0e50:,0Pe: moll b. noted and ea,r8Cted. 02 I) =Mllee H not Onowet Rater to PU 5, Werks O rtmeniaBullelN Nw *m r 9 tha contractor' 2) b ebp y p M'mrteE. Refer to Puellc Wmke rei Imenl Bullelln No. 25. Iw Ire d,Powl EI woNewNer • WOES - Notional Pollution DIschorge Elimination System STORM WATER POLLUTION CONTROL PRACTICES (FOR PROJECTS OF 1 ACRE OR MORE) REFER TO DEPARTMENT OF PUBLIC WORKS CH LE MIAMI STANDARD DETAIL MISC. 354180 GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE US. ENVIRONMENTAL PROTECTION AGENCY (EPA) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NIK ES) PERMIT. IN PARTICULAR, SEDIMENT AND EROSION CONTROLS AND STORM WATER MANAGEMENT MEASURES SHALL BE STRICTLY FOLLOWED. 2. THE TOR SHALL BE RESPONSIBLE FOR THIS PLAN FOR THE DURATION OF THE PROJECT. ONCE THE PROJECT HAS BEEN COMPLETED, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY STORM WATER MANAGEMENT MEASURES AND SHALL DISPOSE THEM ACCORDING TO CODE. SWPPP- NARRATIVE Is PROJECT/ SITE DESCRIPTION A. CONSTRUCTION ACTIVITY DEMOLITION AND CONSTRUCTION B. MAJOR SOIL DISTURBING ACTIVITIES: DEMOLITION AND CLEARING AND GRUBBING C. TOTAL SITE AREA: 13 ACRES IP EROSION AND SEDIMENTATION CONTROLS 1. CONTRACTOR SHALL INSTALL SEDIMENT BARRIERSAT THE CURB INLET LOCATIONS SHOWN PRIOR TO ANY CLEARING, DEMOLITION, FILLING OR GRADING OF ANY PORTIONS OF THE SITE SEDIMENT BARRIERS SHALL BE PLACED IN THE CURB INLET OPENING AS SHOWN ON THE DETAIL PROVIDED. 2. ALL EXISTING AND NEWLY INSTALLED CURB INLETS SHALL BE PROTECTED FROM EROSION AND SEDIMENT RUNOFF BY THE USE OF A SEDIMENT BARRER. 3. CONTRACTOR SHALL PLACE FILTER FABRIC BENEATH ALL CURB INLET GRATES AT THE LOCATIONS SHOWN ON SHEET C.004. 4. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED OR FINAL SURFACE TREATMENT SHALL BE INSTALLED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. Ills OTHER CONTROLS 1. CONTRACTOR SHALL COMPLY WITH SPILL PREVENTION, CONTROL AND COUNTER MEASURES ISPCC) REQUIREMENTS PURSUANT TO EPA RULES AND REGULATIONS. 2. ALL CONSTRUCTION WASTE MATERIAL SHALL BE COLLECTED AND STORED IN A SECURED METAL DUMASTER RENTED FROM A LOCAL WASTE MANAGEMENT COMPANY. THE DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS, ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURES FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES SHALL BE POSTED IN THE OFFICE TRAILER AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. 3. ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF ONCE PER WEEK BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR, AS REQUIRED BY LOCAL REGULATIONS. 4. DUMP TRUCKS IMPORTING FILL MATERIALS TO THE SITE SHALL COVER THEIR LOADS WITH A TARPAULIN TO AVOID UNNECESSARY GENERATION OF DUST. 5, ALL HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF AS PER LOCAL AND/OR STATE REGULATIONS OR AS RECOMMENDED eY THE MANUFACTURER. SITE PERSONNEL SHALL BE INSTRUCTED IN THESE PRACTICES AND THE CONTRACTOR SHALL RE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. IV- MAINTENANCE AND INSPECTION PROCEDURES SELECT1. THE GENERAL CONTRACTORS SITE SUPERINTENDENT SHALL THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS. MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION MAINTENANCE REPORT. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL RECEIVE PROPER TRAINING IN ALL E INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING EROSION AND SEDIMENT CONTROLS USED ON SITE IN GOOD WORKING ORDER. 2 L EROSION AND SEDIMENTATION CONTROLS SHALL BE INSPECTED EVERY, DAYS OR WITHIN 24 HOURS OF A STORM OF0.S INCHES OR MORE IN DEPTH. ALL CONTROLS MUST BE IN G000 OPERATING CONDITION UNTIL THE AREA THEY PROTECT HAS BEEN COMPLETELY STABILIZED AND THE CONSTRUCTION IS COMPLETE. 3. ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BARRIER WHEN IT HAS REACHED HALF THE HEIGHT OF THE BARRIER. 9. SEDIMENT BARRIER PLACED IN FRONT OF CURB INLETS SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, AND ANY GAPS BETWEEN THE INLET OPENING AND EDGE OF BARRIER 5. FILTER FABRIC PLACED BENEATH CURB INLET ORATES SHALL BE INSPECTED FOR TEARS. 6. THE INSPECTOR SHALL RECORD ANY DAMAGES OR DEFICIENCIES IN THE CONTROL MEASURES ON AN INSPECTION REPORT FORM PROVIDED FOR THIS PURPOSE. THESE REPORTS SHALL DOCUMENT THE INSPECTION OF ALL POLLUTION PREVENTION MEASURES AND SHALL ALSO BE USED TO REQUEST MAINTENANCE AND REPAIR. THE CONTRACTOR SHALL CORRECT DAMAGE OR PROVIDE MAINTENANCE AS RECOMMENDED BY REPORT AS SOON AS PRACTICAL BUT IN NO CASE LATER THAN T DAYS AFTER THE INSPECTION. FAILURE TO DO SO SHALL BE REPORTED TO THE FDEP. V GENERAL SEQUENCE OF MAJOR ACTIVITIES 1. INSTALL SILT BARRIER AT LOCATIONS SHOWN TO PROTECT EXISTING CURB INLETS. 2. COMMENCE SITE ACTIVITIES. 3. AS PROPOSED INLETS ARE CONSTRUCTED. INSTALL SILT BARRIER AROUND EACH. 4 INSTALL TEMPORARY SEED ANO MULCH IN AREAS WHERE CONSTRUCTION TEMPORARILY CEASES FOR AT LEAST 21 MAY S, NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITIES IN THAT AREA. S. PROVIDE FINAL STABILIZATION. INSTALL PERMANENT SEEDING, SOD, PLANTING OR FINAL SURFACE TREATMENT IN AREAS WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITIES. B. REMOVE ACCUMULATED SEDIMENT. T. REMOVE TEMPORARY POLLUTION PREVENTION MEASURES AFTER ALL CONSTRUCTION ON SITE HAS BEEN COMPLETED AND DISPOSE MATERIALS ACCORDING TO APPLICABLE F.D.E.P. REGULATIONS AND/OR LOCAL GOVERNMENTAL CODES. ETC. 13:90 Pee m'ea..nve PE . ` B) Ero, A seammt Car, 8lml0Ellm Roc,. — Pugs , Rope done = SN°w t.715emmenl 'Pop 000* Contras, E)WI I. Appro. SIM lots non. n SIn R. RA of No Eon,9 No, En,olnocr NI tbnoo controls me 1 pn�e, Erwe,anf , m elonaa�r roo'eaonwn� m mIn p�annee 0.9 9 WO 6. WI w ale.. ,saner/etoneeEln/muse/ — teased Haul Trunia to he pH) iNpov119. or approved N. — EN on Roorl rem, dolly STORM WATER POLLUTION PREVENTION PLAN (SWPP) CHECK LIST REFER TO DEPARTMENT OF PUBLIC WORKS CITY OF MIAMI STANDARD DETAIL MISC. 35b48 THE METHODS OF CONSTRUCTION SHOWN ON THIS PLAN SHALL COMPLY WITH THE FOLLOWING PERMIT: CITY OF MIAMI M54SFLS000002 (MUNICIPAL SEPARATE STORM SEWER SYSTEM PERMIT) AS RMU REO UNDER THE FOLLOWING PROGRAM: N.PDE.S. (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) wyw.daCAp.15.NW .ustwal0990rmwa /npdes) KS AT (305Ni8L1200 FOR ADDITIONAL INFORMATION, PREPARERS CERTIFICATION: 'I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARES) UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATNEREDAND EVALUATED THE INFORMATION SUBMITTED. RASED ON NY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION . THE INFORMATION SUBMITTED IS TO THESES, OF KNOwLEDGE AND BELIEF, TRUE, AccuRATE, AND LETS I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR FINE AND IMPRISONMENT FOR KNOWING SSIBILIry OF OWING VIOLATIONS.. NAME (OPERATOR AND/OR RESPONSIBLE AUTHORITY) CONTRACTOR'S CERTIFICATION: 11 CERTIFY UNDER PENALTY OF LAW THAT 1 UNDERSTAND. AND SHALL COMPLY ERN. THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORM WATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORM WATER POLLUTION PREVENTION PLAN PREPARED NAME TITLE COMPANY NAME, ADDRESS AND PHONE NUMBER DATE F�2 3250 EST COMMERCIAL BOULEVARD SUITE ROD FORT LAUSERDAL E. FLORIDA 33308 Jackson D SYSTEM Miracles nadedai4y. 01, SWPPP DETAILS PROJECT MANAGER BRENDA CNRK CHECKED BY DRAWN SY ORIGINAL ISSUE 11I15/2013 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 PROJECT NUMBER DATE JANUARY 2019 ISSUE PERMIT REVIEW SET SHEET NAME C4.04 BP 49+00-00 N:530831.81' 0168117 915996.43' 9100026V e e1ewT.vr- 1 .44 IMENIMM RIM MIM IMMEI OM 12 WHITSLTVP.I 29 WHITEG.,P.) N:S300011.131 916059.18 5306 916082.30. 9 9 606& 6.90.1.67 E:9,W80.19' �, 2C WHITE MP.) z z 10.0 536669.56' 915908.00. NMI 81' 70' 311 �9886]' 969 "110 T7 N01 1"G E!etero: E. 91.6058 530889. .916078 as E 20' 6 wn11E CC -iO3NIP� RT 201eP ENUE — 20' 8 Iw 87' LeWHITE 101sn swP O e MATCHLINE - SEE SHEET C5. F�2 W.w ENGINEERING, INC. LBOULEVARD SUITE,w FORT LAUDERDALE. FLORDA=OR Jackson Miraclesrnadedai4. SHEET TITLE PAVEMENT MARKINGS PROJECT MANAGER BRENDA CLARK CHECKED BY DRAWN BY ORIGINAL ISSUE I1/15I2018 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 PROJECT NUMBER On3E JANUARY 2019 ISSUE PERMIT REVIEW SET SHEET NAME C5.01 F�2 �wEsr MEaCaLBOULEVARD SUITE t00 FORT LAUDERDALE A.M 3]. Jackson Miracles madeda4. SHEET TITLE PAVEMENT MARKINGS cllEcNED BY DRAWN BY ORIGINAL ISSUE 11/1512018 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDREss 1611 NW 12Avenue Miami, Florida 33136 EF pRoJSCT NUMBER °^'. JANUARY 2019 issoE PERMIT REVIEW SET C5.02 FY2 NOR NEERING. INC USG WESIT COMMERCIAL BOULEVARD SURE TDB Jackson LEA Miracles ntade6ai4d. SHEET TITLE PAVEMENT MARKINGS CHECKED BY DRAWN EY ORIGINAL ISSUE 11,15,3018 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 PROJECT NUMBER °aTE JANUARY 2019 PERMIT REVIEW SET SHEET NAME C5.03 Solid Edge Line or Lane Line NOTES- T ALL MARKINGS SHALL COMPLY WITH FOOT SPECIFICATION SECTION 710. ROADWAY CENTERLINESTRIPE Double Solid Lines I ALL HULL COMPLY WITH FOOT SPECIFICATION SECTION MARKINGS10s 2 TS YELLOW SOLID STRIPE 12" Solid Pedestrian Crosswalk Line 24" Solid Stop Line NOTES 1 ALL MARKINGS SHALL COMPLY WON FOOT SPECIFICATION SECTION 710 TYPICAL SOLID STOP BAR NOTES 6" 12" or 24" T 70'-30' Skip Line • 30' El, 30' • 30' � 30' • - 6 110' 10' 10'' 110' 10' 1 cnARKIN S SHALL COMPLY WITH FOOT SPECIFICATON SECTION f4 j WHITESKIP LINE Bidirectional Yellow Raised Reflective Marker Bidirectional Yellow F� 5RPMCEMENT FROM EDGE OF SOLID LINE N.T.S R 1=3-3.375" R2=2'-3.563" Turn Lane -Use Arrow (Left Turn Shown - Right Turn Similar by Opposite Hand) 17 S.F. RQr5s:. 1 MNGS SHALL COMPLY WITH MOT SPECFICATION TYPICAL LANE USE nnnow 1 NI OtyCle merMmss anti pavement Nassa ...0be • 7 ' uTYPICAL SHARED LANE MARKING 1 NOTESALL MARKINGS SHALL COMPLY WITH FOOT SPECIFICATION SECTION OS SPECIAL EMPHASIS CROSONALK MARKING OSTA8 Yellow 15 � o Bidirectional Yellow 40' 10( 4- SKIP LINE NOTES: 1. RPM 6 SHALL BE CLASS'S:'. RPM CEMENT FOR WHITE SKIP LINES t9 'j Double Yellow 1m 40 0. Bidirectional Yellow '411. RPMs SHALL BE CLASS 'e.•. 10 H S CEMENT FOR DOUBLE SOLID YELLOW LINES DOUBLE SOLID LINE FEZ 3.0 T COMMERCIAL BOULEVARD SUM FORT LAUDEROALE. FLORIDA 33300 Jackson Miracles madedai4. PAVEMENT MARKING DETAILS CHECKED BY DRAWN BY ORIGINAL ISSUE 11ttbR018 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 JOHI;1:,,,Aa/EFF PROJECT NUMBER'. DATE JANUARY 2019 ISSUE PERMIT REVIEW SET C5.04 CASE III For Use On All Roads With Signs Mounted Behind Sidewalk. Sidewalk Curb 6 Gullet Travel Way R/W �. PLACEMENT OF SINGLE COLUMN SIGNS BERND SEIDWALK — Bidirectional Yellow to 18" Yellow 6" Double Yellow b 6" Double Ye/low 1 CENTER. RAISED PAVEMENT MARKERS RPM) BETWEEN 2. RPMS SHALL BE CLASS 'B. RPM PLACEMENT FOR TRAFFIC SEPARATION PLACEMENT OF RIRNS AT INTERSECTIONS DIRECTION OF TRAVEL 1'oc i 18" SOLID YELLOW DIRECTION OF TRAVEL pirectioe of Travel PAINTED MEDIAN 6" Yellow Edge Line Median Or Island Direction of Traw 6" Yellow Edge line ' SOLID DOUBLE YELLOW YELLOW/YELLOW RPM's Reflective Pavt. Markers To Be Bidirectional Yellow CASE V For Use In Business Or Residential Areas Only. Travel Way TYPICAL PLACER OF SINGLE COLUMN SIGNS 24" White 4"Mo T 111111Ir1111 � r 72" White 24" White �/ , SPECIAL EMPHASIS MARKINGS NOTES I ALL SECTION MARKINGS SNAIL COMPLY WITH FOOT SPECIFICATION SECTION ] SEE DETAIL a ON TRIG SHEET FOR SPACING RETAIL. ( 5 NaNOcou ROLLEo iNarEasEcnONrs OP Install Markers At 20' Center To Center Bidirectional White/Red PLACEMENT OF RPM'S AT INTERSECTIONS FEZ NOR ENGINEERING. INC 50WEST COMMERCIAL BOULEVARD SUITE FORT LAUDERDALE. FLORIDA 33308 Jackson EU IB.. Miracles madedady. PAVEMENT MARKING DETAILS PROJECT MANAGER BRENDA CLARK CHECKED BY DRAWN BY ORIGINAL ISSUE 11PB/2018 PROJECT DESCRIPTION SUBDIVISION IMPROVEMENTS JACKSON HEALTH SYSTEM ADDRESS 1611 NW 12 Avenue Miami, Florida 33136 1 HEFF PROJECT NUMBER: DATE JANUARY 2019 ISSUE PERMIT REVIEW SET GREET NAME C5.05