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HomeMy WebLinkAboutBack-Up DocumentsCLIENT City of Miami Miami FL .1. why,' miamigov corn Mayor Francis Suarez City Manager Arthur Nonega Vice Chairman -District 1 Commissioner Alex Diaz de la Portilla Chairman - District 2 Commissioner Ken Russell District 3 Commissioner Joe Carollo District 4 Commissioner Manolo Reyes District 5 Commissioner Christine King AECOM CONSULTANTS AECONI Technical Services, 800 Douglas Entrance North I owe,. Hoor Certificate of Authorization No EB-8115 F.R. Nenen & Associates, Inc. Kenneth !Mona., I nc. 2210 Ho.#L wood Soukvaid Hokwood, FL 33020 Mar FL 33155 ALL DESIGN WORK AND CONSTRUCTION ACTINTIES MUST STANDARDS IDENTIFIED ON THIS SHEET WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND DESIGN STANDAR. FOR ROAD AND BRIDGE UNLESS OTHERWISE CONSTRUCTION LATEST EDITION, MANUALFNM TRAFFIC CONTROL ES (DATED LATEST EDITION, EHWIISE NO I tu), ANL, 3UPPLLMLN IS THERETO ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION DATA CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS HECTOR BADIA, OCI DIRECTOR MIAMI MINI PARKS COMMISSION DISTRICT 4 PARK PROPERTIES DOG RUN PARK CITY OF MIAMI PROJECT No. B193522A AECOM PROJECT No. 60622732 90% CONSTRUCTION DOCUMENTS FEBRUARY 08, 2023 DOG RUN PARK Project Location J 2201 SW 26th Street, Miami, FL 33133 PERMIT STAMPS: INDEX OF DRAW INGS APPLICATION SHEET NUMBER SHEET NAME 2/8/23 2 SE T GENEPAL COVER AND DRAWING INDS< SITE SURVEY SIGNATURE SHEET NEC CIVIL CS-2 GENERAL NOTES CS-3 GENERAL NOTES ROADWAY SUMMARY OF QUANTITIES CS-5 DEMOLITION PLAN CS-6 TYPICAL SECTIONS CS-7 TYPICAL SECTIONS CS-8 ROADWAY PLAN CS-9 PAVING, GRADING AND DRAINAGE PLAN CS-10 GRADING PROFILE GRADING AND DRAINAGE PARK PUN N/A CS-13 DRAINAGE CROSS SECTION CS-14 DRAINAGE CROSS SECTION CS-15 UTILITY ADJUSTMENTS PLAN CS-16 PAVEMENT MARKING AND SIGNAGE PLAN CS-M PAVEMENT AND GRADING DETAILS CS-18 DRAINAGE DETAILS CS-19 EXHIBIT TRUCK ACCESS CS-20 NEW FENCE AND DRIVEWAY FOR HEIST MD-WASD CS-21 FENCE DETAIL HARDSCAPE HARDSCAPE PLAN HARDSCAPE DETAILS HARDSCAPE DETAILS HARDSCAPE DETAILS HARDSCAPE DETAILS HARDSCAPE DETAILS HARDSGPE SCHEDULE & NOTES LANDSCAPE PLANTING PLAN, SCHEDULE & NOTES LANDSCAPE DETAILS LANDSCAPE DETAILS IRRIGATION IRRIGATION PLAN IRRIGATION LEGEND, NOTES, AND DETAILS ELECTRICAL PHOTOMETRIC SITE PLAN ELECTRICAL SITE PLAN RISER DIAGRAM HOE ELECTRICAL DETAILS ELECTRICAL LEGEND SPECIFICATIONS =,era—,9 017. �n City of Miami Misc Landscape Architectural Services -Continuing Services for Misc Project with AECOM Technical Services, Inc (RFQ No. 14-145-036) VACANT LOTS PAPAS. AMES STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS SANITARY MANHOLE rom (s1-(-)9.S(1e wIINOWN INV MvMATERIAL UNDER WATER) IN✓ Ems, IN)=(-B93 (18" UNKNOWN MATERIAL TINDER WATER/ CATCH EIA.N INV EIEV (W)339 ps ROT/ SANITARY MANHOLE INV REV INB(45.91 (1I" UNKNOWN MATERIAL UNDERMATER/ IE&T)630(10",D«NDWN MATERIALUNDER/WATER) Im, ELOOW)=(-M.39 OI'UNNOWN MATERIAL UNDERWATER/ CATCH BASIN (WE INV E,EVMe COP PIPE/ INV EIEV(E)=191(29'1.P PIPET IEV(E)-191 R9'RCP PIPE, BOTTOM ELEV=0.01 SANITARY MANHOLE ELEV TOP OF VALV.5.99 SANITARY FOXHOLE RIM ELEV,S5 SANITARY FOXHOLE ADP W (s9n9.9I (8" IRON PIPE) TOP E,EV (AM.+. (0" IRON PIPE/ TLE,Dp Of WAVE,. CBS CATCH BASIN IN✓GEV( CE)15" RC. PIPE) SANITARY MANHOLE (N/AT11.06 (0" OAr PIPE/ INV u V (zs)-z.19 (8" OArPIPE) INV ,V(E),.19 (([ur RIPE) El urvEv(EI=(-11cs(s'PLAY P1PE1 SANITARY MANHOLE III Project Number: 606 22732 City of Miami - Mini Parks CD's - 26th Street Dog Run I( LEGEND ABBREVIATIONS: O >x = STRUCTURE TABLE SiTA AAA (A 25 TER STRUCTURE NAME STRUCTURE DETAILS SAMTARY MANHOLE INV IOONp(_)5,(1. UewlroWN MATERIAL...WATER/ INV ETV (E&T)6.2.305" UNKNOWN MATERIAL UNDER/WATER) INV e OI (W }#V.99 (36" UNKNOWN MATERIAL UND ERAVATER/ IN✓ GEV (s)=(-)539(30" UNKNOWN MATERIAL UNDERAVATER) SANITARY MANHOLE INV ESV (s)=(-)s.,s(1s UNKNOWN MATERIAL UNDER/WATER) IN✓ E,EV (W)=sas (18" UNIaawN MATERIAL UNDE.WATERI DRAINAGE MANHOLE INV LEV(W)-1.17 (29" ROT RIPE) Ete,(s/=o.m(,9"RcPPIPEI IN. E,EV (s)=030 a0" RT.POE/ SANITARY MANHOLE INV 00,-K. (6" UNKNOWN9GATERIALUNDER WATER/ EIEN(0=(-)9,0o0°UNRUNKNOWN WATER/ IN. OEV(W&TI.5.RIosUNKNOWN ERTEa INV ME9)N)=zO, ch RCP PIPE/ INV aEV (s)B-a.nz" Aar 0./ IW BLO(M=TO18nz"OAT Pme DRAINAGE MANHOLE (W1=0 ( .88 Eao""R�PIPE) Iry EiEV (Elm EI= PIP UNNAaE TO MEASURE o-3 BOB BBL CBS CONC CLF Wcx (M) (R) Remmaa Mara. smn a9E 9zuu "ee''' ''''''A the Pm""t'A. DERR DapreAed . 9) Fold Rook:9, almk.99,, Pa9a,eDRIVE e.o (IwCloflms,,Ill aa>,areor m Ware�RIPaa a.2s(2011i no000, a bearing fNOTASWI E� o: been esta nnhalong to monunentImeof SW zbm Ana, .eibrawanma9a r,onmentetl a.a oo 91 rna.a,�I..,n�rm®.aoaMaaim orie,rert,�nore or eoxraeo�a wN.n rogMm rt�w ioa.�ren of er¢mua am�riad. - sKrt sl jai aeroPrioo wa. M,mdim MamM. 2201 SW .2601 Street, Mom, Flory. Sal. LEGAL DESCRIPTION I) SURVEY WK. eo,mare am 9-01re9,. sareaA. 9 Fa, PaFebruaryor9: Febrge 9 to uary 25, zozo LOCATION MAP (NITS) Metal Pox reM PumpRaton Guy Anchor Asphalt Curb Fa Gotter CS Corwre. Slab Oy Plat IR r repo,. Survey AMP.(100'. along sv as lane/ MON PANEL: (ADDS "Me nur"ber IL'AT7:9/11/2009 Tfeb,�=eMaiaa08"TS Not to &ale RS ren oMa Mrced RP9 M mmrera MM 91 E mm oamBliatim �:M�w2 on mrcrei et.. wall at US sswuA. , Einamo 19v°0.a=mv(G. of Mama IAD./ S(9 dare a. found Nall rare,�Ma.M arse z9m s,ar®sv uAaA.aawEO,amAllco a. Ka„9� Iare�xsv zam re,reassw zzm a.aae, ElaaanoA ualu (YOWTOIT More m,aoage 10) Source of Cara a9,et 99%:,e.or =',,11ark Emrmasara L1artzt AaiyamaWa,orewreaV e.Z.9,z.0z,NoZZI." Boundary & Topographic Survey DRAWING HISTORY ELEASEO FOR DATE BY LI GL BID .-131111.1 REVISIONS DESCRIRTIGN DATE DT RELOCATED CT oWnWo ED DWwWz AP DRIVEWAY 09/29/22 AE APPROVALS PROJECT MICR: DRAWN FILE NOT AND WO5 D Dail_ 09/29/22 22 RI- 1=20. SHEET I OF I DWG. NO.3020 ADA GENERAL NOTES: 1. EXISTING TOPOGRAPHIC AND TREE LOCATION INFORMATION HAS BEEN OBTAINED FROM THE SURVEY PREPARED BY: F.R. ALEMAN & ASSOCIATES, INC. ON D1/24/2022. ALL ELEVATIONS REFER TO THE CITY OF MIAMI VERTICAL DATUM (MLW). CONVERSION FACTOR TO CONVERT FROM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 1988) TO CITY OF MIAMI DATUM (MLW) IS (+)1.82 FEET. FLOOD CRITERIA ELEVATION IS 6.60 FEET 1929 NGVD BASED ON MIAMI DADE COUNTY FLOOD CRITERIA MAPS. OCTOBER WATER LEVEL 2.40 FEET 1929 NGVD IN ACCORDANCE WITH THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) No.= 12D65D, PANEL= 0476, SUFFIX L, THIS PROJECT IS LOCATED IN FLOOD ZONE "X". ALL PUBLIC LAND CORNERS AND MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED BY THE CONTRACTOR AS FOLLOW& CORNERS AND MONUMENTS IN CONFLICT WITH THE WORK AND IN DANGER OF BEING DAMAGED, DESTROYED OR COVERED HAVE TO BE PROPERLY REFERENCED BY A PROFESSIONAL LAND SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS PRIOR TO BEGINNING WORK AT THAT SITE. THE CONTRACTOR SHALL RETAIN THE LAND SURVEYOR OF REFERENCE, AND RESTORE UPON COMPLETION OF THE WORK, ALL SUCH CORNERS AND MONUMENTS AND SHALL FURNISH TO THE ENGINEER A SIGNED AND SEALED COPY OF THE LAND SURVEYOR'S REFERENCE DRAWING. 6. ALL MLW BENCH MARK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED AND REFERENCED BY THE CONTRACTOR IN THE SAME WAY AS PUBLIC LAND CORNERS EXCEPT THAT THE LAND SURVEYOR SHALL NOT BE REQUIRED TO RESTORE THE MLW BENCH MARK UPON COMPLETION OF THE WORK. THE CONTRACTOR SHALL PROMPTLY TRANSMIT ALL DISPLACED OR DAMAGED N.G.V.D. DISCS TO THE ENGINEER, WHO WILL NOTIFY THE GEODETIC INFORMATION CENTER. ALL REFERENCE POINTS AND BENCH MARKS AS INDICATED ON THE ATTACHED PLANS SHALL BE PRESERVED BY THE CONTRACTOR. PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL REESTABLISH AND MARK THOSE CONTROL POINTS IN A PERMANENT MANNER ON THE SURFACE OF THE COMPLETED WORK. ALL CONTROL POINTS REESTABLISHED AND MARKED SHALL BE CERTIFIED, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR IN A F.D.O.T. FIELD BOOK AND RETURNED TO THE ENGINEER. THE CONTRACTOR SHALL REPAIR ALL DAMAGES INCURRED AS A RESULT OF CONSTRUCTION WORK. 8. CONTRACTOR WILL SECURE AND PAY ALL PERMIT FEES FOR THE WORK NECESSARY TO COMPLETE THIS PROJECT. CONTRACTOR SHALL COORDINATE EFFORTS WITHIN THE CITY'S PUBLIC WORKS DEPARTMENT. CONTRACTOR SHALL USE A STREET SWEEPER (USING WATER OR OTHER EQUIPMENT) FOR CONTROLLING AND REMOVING DUST. APPROVAL OF THE USE OF SUCH EQUIPMENT IS CONTINGENT UPON ITS DEMONSTRATED ABILITY TO DO THE WORK. CLEANING AND SWEEPING IS TO BE INCLUDED IN CONTRACTOR'S M.O.T. OR TRAFFIC PAY ITEM AND SHALL BE DONE ON A DAILY BASIS (MIN). 1D. PERMANENT TURNOUTS AND DRIVEWAYS CONNECTIONS TO PRIVATE PROPERTY THAT LIE OUTSIDE THE LIMITS OF RIGHT-OF-WAY AND WHERE ACCESS RIGHTS HAVE NOT BEEN ACQUIRED SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TURNOUT DETAILS AND STANDARD SPECIFICATIONS FOR THESE PLANS. THE CONTRACTOR SHALL NOT ISOLATE ADJACENT AND/OR THE REMAINDER OF THE PROPERTY UNLESS ACCESS RIGHTS ARE ACQUIRED. ACCESS SHALL BE PROVIDED TO SUCH PROPERTY WHENEVER CONSTRUCTION INTERFERES WITH THE EXISTING MEANS OF ACCESS. 11. 48 HOURS PRIOR TO DIGGING CONTRACTOR SHALL COORDINATE WITH ALL UNDERGROUND UTILITY SERVICE COMPANIES TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES, ADDITIONALLY, CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE CALL OF FLORIDA, INC. (811) TO ASSURE THAT ALL UTILITIES HAVE BEEN IDENTIFIED. 12. THE CONTRACTOR SHALL NOTIFY THE CITY IN WRITING AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 13. CONTRACTOR SHALL VERIFY, PHOTOGRAPH AND INVENTORY THE EXACT LOCATION OF ALL EXISTING TREES, STRUCTURES, PAVEMENT OR OTHER FEATURES. ANY EXISTING STRUCTURE, PAVEMENT, TREE OR OTHER EXISTING FEATURE THAT IS IN CONFLICT OR DAMAGED, EXPOSED OR IN ANY WAY DISTURBED BY CONSTRUCTION PERFORMED UNDER THE CONTRACT AND PROVIDE COPIES TO THE CITY OF MIAMI AND THE ENGINEER. THEY SHALL BE RESTORED PROMPTLY TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE PROJECT. 14. THE LOCATION AND SIZE OF THE UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY HAND EXCAVATION 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 ARCHITECT/ENGINEER AND THE OWNER. THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 15. UNDERGROUND UTILITY INFORMATION SHOWN HEREON WAS TAKEN FROM "AS -BUILT" DATA PROVIDED BY THE VARIOUS UTILITY COMPANIES, CITY OF MIAMI, AND SUPPLEMENTED BY FIELD MEASUREMENTS WHEN OBTAINABLE. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A PROPER STAGING AREA APPROVED BY THE CITY. STOCKPILING OF MATERIAL IN ROADWAY IS NOT ALLOWED. 17 UTILITIES NEEDED TO BE ADJUSTED WILL BE ADJUSTED BY OTHERS. CONTRACTOR WILL BE RESPONSIBLE FOR SCHEDULING THESE ADJUSTMENTS WITH THE UTILITY COMPANY. 1B. THE CONTRACTOR SHALL REQUEST THE LOCATION OF ANY WATER, SEWER OR GAS LATERALS NOT SHOWN IN THE PLANS SERVICING PROPERTIES ADJACENT TO THE PROJECT BEFORE EXCAVATING, THE ADDITIONAL COST OF EXCAVATING AROUND THE LATERALS SERVICING SAID PROPERTIES SHALL BE INCLUDED IN HIS BID. 19. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING, SPECIALLY IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES AND UNDERGROUND UTILITIES. 20. ANY WATER AND SEWER LINES TO BE ADJUSTED SHALL BE APPROVED BY THE MIAMI-DADE DEPARTMENT OF WATER AND SEWER. THE CONTRACTOR SHALL NOTIFY THE CITY OF MIAMI'S CONSTRUCTION DEPARTMENT FOR ANY CONFLICTS DURING CONSTRUCTION FOR ANY IMPROVEMENTS SHOWN ON THE DRAWINGS 21. 22. 23. ALL EXISTING ROCK BASE MATERIAL WHICH IS REMOVED IS TO BE INCORPORATED IN THE STABILIZED PORTION OF THE SUBGRADE, AS DIRECTED BY THE ENGINEER. NONE OF THE EXISTING ROCK BASE THAT IS REMOVED IS TO BE INCORPORATED INTO THE PROPOSED LIMEROCK BASE ALL DISPOSAL OF EXCESS AND UNSUITABLE EXCAVATED MATERIAL, DEMOLITION, VEGETATION, RUBBISH AND DEBRIS SHALL BE MADE OUTSIDE THE LIMITS OF CONTRUCTION AT A LEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR AT HIS/HER OWN EXPENSE, WITH THE PRIOR APPROVAL OF THE ENGINEER. MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITED ON ADJACENT AND/OR NEARBY PROPERTY. 24. ALL EXCESS MATERIALS AS DESIGNATED BY THE ENGINEER ARE TO BE DISPOSED OF BY THE CONTRACTOR IN AREAS PROVIDED BY HIM AND AT THE CONTRACTOR'S EXPENSE. 25. ALL DRAINAGE CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF CITY OF MIAMI AND MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER). 26. CONTRACTOR IS TO PREVENT DEBRIS OR DIRT FROM ENTERING STORM DRAINAGE SYSTEM AS A RESULT OF CONSTRUCTION ACTIVITIES. ALL LINES AND STRUCTURES SHALL BE CLEANED PRIOR TO FINAL INSPECTION AND ACCEPTANCE. 27. ALL GRASS AREAS AFFECTED BY CONSTRUCTION SHALL BE RESODDED. 28. ALL UNSUITABLE MATERIAL UNDER THE PAVEMENT SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS BEFORE PROCEEDING WITH CONSTRUCTION. 29. ALL MUCK AND ORGANIC MATERIALS FOUND WITHIN THE CONSTRUCTION AREA SHALL BE REMOVED AND REPLACED WITH CLEAN FILL MATERIAL IN 6 INCH LIFTS COMPACTED TO NOT LESS THAN 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE IN ACCORDANCE WITH AASHTO T-180. 30. THE CONTRACTOR SHOULD TAKE SPECIAL NOTE OF THE SOIL CONDITIONS THROUGHOUT THIS PROJECT. ANY SPECIAL SHORING, SHEETING OR OTHER PROCEDURES NECESSARY TO PROTECT ADJACENT PROPERTY, EITHER PUBLIC OR PRIVATE, DURING EXCAVATION OF SUBSOIL MATERIAL AND EXFILTRATION TRENCH OR DURING THE FILING OF ANY AREA, OR FOR ANY OPERATION DURING CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, THE ONLY EXCEPTION WILL BE THE PROTECTION OF UTILITIES. ALL UTILITIES SHALL BE MAINTAINED BY THE OWNER OF THE UTILITY. 31. ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY CONTRACTOR AT ANY TIME DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO ORIGINAL CONDITION, AT NO EXPENSE TO THE OWNER OR THE CITY OF MIAMI. 32. EXISTING CHAIN LINK FENCE, CONCRETE WALL AND METAL FENCE WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED UNLESS OTHERWISE INDICATED. 33. EXISTING DRAINAGE STRUCTURES AND STORM SEWER LINE WITHIN THE CONSTRUCTION LIMITS SHALL BE REMOVED OR MODIFIED AS NOTED. 34. CONTRACTOR SHALL ADJUST ALL EXISTING VALVES BOXES, CATCH BASINS GRATES, MANHOLES COVERS, ETC. TO MEET NEW GRADES WHERE APPLICABLE. 35. ALL VALVES, A.R.V.'S, AND MANHOLES TO BE RAISED AND ADJUSTED TO PROPOSED ROADWAY ELEVATION. 36. SODDING TO BE USED AT LOCATIONS WHERE EXISTING LAWNS ARE DISTURBED OR AS DIRECTED BY THE ENGINEER. 37. PROPOSED ELEVATIONS SHOWN AT DRAINAGE STRUCTURES REFER TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 38. GRADES SHOWN ARE "FINISHED" GRADES. 39. ALL TREES ARE TO REMAIN, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CONTRACTOR MUST TAKE CARE NOT TO DAMAGE ANY TREE OR PALM WITHIN CONSTRUCTION AREA. SMALL TREES OR PALMS MAY BE RELOCATED AS DIRECTED BY THE CITY OF MIAMI. TREE PERMIT MUST BE OBTAINED PRIOR TO CONSTRUCTION. THERE ARE LARGE TREES WITH EXTENSIVE ROOT NETWORKS ON THE GROUND THAT ARE IMPACTING ADJACENT SIDEWALKS, CURBS AND PAVEMENT. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH AN ARBORIST TO ENSURE THAT ROOT AND TREE PRUNING ACTIVITIES ARE CONDUCTED IN A MANNER THAT IT DOES NOT HARM OR DESTROY THE TREE. 40. PRIOR TO REMOVAL AND/OR RELOCATION OF EXISTING TREES, IF REQUIRED, THE CONTRACTOR MUST OBTAIN APPROVAL FROM THE CITY OF MIAMI AS WELL AS D.E.R.M. OTHERWISE CONTRACTOR SHALL PROTECT EXISTING TREES WHERE APPLICABLE WITHIN THE LIMITS OF CONSTRUCTION 41. WHERE NEW PAVEMENT MEETS EXISTING CONNECTION SHALL BE MADE IN A NEAT STRAIGHT LINE AND FLUSH WITH EXISTING PAVEMENT. SAW CUT AT EXISTING PAVEMENT JOINT MATCHING TO NEW PAVEMENT. 42. PROVIDE A SMOOTH TRANSITION WHERE NEW PAVEMENT, SIDEWALK, OR CURB MEETS EXISTING GRASS AREAS. 43. RADII ON CURB RETURNS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. DRAINAGE CONTRACTOR SHALL KEEP NEW AND EXISTING INLETS CLEAN OF PAVING MATERIALS AND DEBRIS. INLETS LOCATED NEAR CONSTRUCTION ACTIVITIES SHOULD BE PROTECTED BY APPROPRIATE EROSION CONTROL DEVICES. THERE SHALL BE NO MORE THAN 3 LATERAL DRAINAGE INSTALLATION WITHOUT BACKFILLING. LATERAL DRAINAGE SHALL NOT LAG MORE THAN 72 HOURS BEHIND THE START OF EXCAVATION. 3. ELEVATION AND OFFSETS FOR CURB INLETS ARE GIVEN AT THE EDGE OF PAVEMENT. 4. DRAINAGE SYSTEM SHALL BE CLEANED AND DESILTED PRIOR TO PW FINAL INSPECTION APPROVAL. 5. EXISTING STRUCTURES AND PIPES TO REMAIN WITHIN LIMITS OF CONSTRUCTION SHALL BE VACUUM CLEANED. PRE -CONSTRUCTION RESPONSIBILITIES: PRIOR TO THE COMMENCEMENT OF THE CONSTRUCTION AND THE RECEIPT OF THE "NOTICE TO PROCEED" THE CONTRACTOR SHALL CONTACT THE 0.C.I. CONSTRUCTION MANAGER AND ARRANGE A PRE -CONSTRUCTION CONFERENCE TO INCLUDE THE ENGINEER OF RECORD. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE AND BE PREPARED TO DISCUSS ANY CONCERNS OR COORDINATION EFFORTS AND REQUIREMENTS WITH THE PARTIES INVOLVED. THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL OF FLORIDA, INC. CERTIFICATION NUMBER AT LEAST 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION. CONTACT 811, WWW.CALLSUNSHINE.COM PROJECT RECORD DOCUMENTS: DURING THE DAILY PROGRESS OF THE JOB THE CONTRACTOR SHALL RECORD THE EXACT LOCATION, LENGTH, AND ELEVATION OF ALL PROPOSED IMPROVEMENTS ON HIS SET OF CONSTRUCTION DRAWINGS. UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER TWO COMPLETE SETS OF ALL "AS -BUILT" CONSTRUCTION DRAWINGS, THE DRAWINGS SHALL INCLUDE CHANGES AND DIMENSIONS, LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS AND SHALL BE IN ACCORDANCE WITH THE "SURVEY WORK" SECTION OF THE "SPECIFICATIONS AND CONTRACT DOCUMENTS" FOR THIS PROJECT. ALL "AS -BUILT" INFORMATION AND ELEVATIONS SHALL BE CERTIFIED BY A FLORIDA REGISTERED LAND SURVEYOR AND ALL FINAL MEASUREMENTS ARE TO BE IN THE FORM OF FIELD NOTES, PLANS AND CD (PDF FORMAT). "AS-BUILTS" SHALL UTILIZE THE CITY OF MIAMI VERTICAL DATUM. DESIGNED BY DRAWN BY: CHECKED BD: REV DATE BY: DESCRIPTION 'E01/27/2023 SEAL: CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS 991 (365) .6-1 13 } rAx (bs)416-1sv CITY 01- MIAMI OFFICE OF CAPITAL I.IIPROVEMEVTS PROJECT NAME PROJECT No. 26TH STREET DOG RUN PARK B-193522A GENERAL NOTES SCALE: AS SHOWN PROJECT NO.: 2154 DWG. NW: SHEET: CS-2 UTILITIES: TWO FULL BUSINESS DAYS (48 HOURS) PRIOR TO DIGGING, THE CONTRACTOR SHALL CONTACT 811, WWW.CALLSUNSHINE.COM TO REQUEST UTILITY LOCATIONS BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES. EXISTING UTILITIES SHALL BE MAINTAINED IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE UTILITY OWNER. ALL EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO (VERTICALLY AND HORIZONTALLY) PROTECT ALL EXISTING UTILITIES ON THIS PROJECT. ANY DAMAGE TO UTILITIES SHALL BE IMMEDIATELY REPORTED TO THE UTILITY OWNER. THE OWNER RESERVES THE RIGHT TO REMEDY SUCH DAMAGE BY ORDERING OUTSIDE PARTIES TO MAKE SUCH REPAIRS AT THE EXPENSE TO THE CONTRACTOR. THE CONTRACTOR IS ADVISED THAT PROPERTIES ADJACENT TO THE PROJECT HAVE ELECTRIC, TELEPHONE, GAS, WATER AND/OR SEWER SERVICE LATERALS WHICH MAY NOT BE SHOWN IN PLANS. THE CONTRACTOR MUST REQUEST THE LOCATION OF THESE LATERAL SERVICES FROM THE UTILITY COMPANIES. THE ADDITIONAL COST OF EXCAVATING, INSTALLING, BACK FILLING AND COMPACTING AROUND THESE LATERAL SERVICES MUST BE INCLUDED IN THE BID RELATED ITEM FOR THE WORK BEING DONE. UTILITY OWNERS: ATLANTIC BROADBAND COMCAST CABLE CROWN CASTLE (ELECTRIC) CROWN CASTLE (FIBER) CROWN CASTLE NG (FIBER) PUBLIC WORKS AND TRAFFIC FDOT (FIBER) FLORIDA POWER & LIGHT -DADE FLORIDA POWER & LIGHT -TRANSMISSION MIAMI DADE COUNTY IT DEPT (FIBER) MCI M-D WATER & SEWER AT&T ENVIRONMENTAL NOTES 766-218-9248 786-586-8505 888-632-D931 x2 8D0-654-3110 888-632-D931 x2 305-412-D891 x201 305-470-5757 x7352 386-586-6403 305-938-1936 3D5-275-7813 800-624-9675 786-268-5273 561-683-2729 1. DUE TO THE LIMITED SCOPE OF WORK, NO IMPACTS TO EXISTING HISTORICAL AND CULTURAL RESOURCES ARE EXPECTED AS A RESULT OF THE PROPOSED ACTION. NO STAGING OR OTHER ACTIVITIES FOR THIS PROJECT SHOULD OCCUR WITHIIN THE DRIPLINE OF EXISTING TREES. 3. PREVENT DAMAGING TREES AND PLANTERS WITHIN OR IMMEDIATELY ADJACENT TO THE PROJECT'S RIGHT-OF-WAY. AN ARBORIST CERTIFIED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE SHALL BE PRESENT ON SITE TO MONITOR CONSTRUCTION ACTIVITIES NEAR EXISTING TREES AND DIRECT ALL ROOT PRUNING AND/OR CANOPY TRIMMING ACTIVITIES. TREE PROTECTION SHOULD BE INSTALLED AROUND TREES TO REMAIN LOCATED ADJACENT TO CONSTRUCTION ACTIVITIES. 6. THE CONTRACTOR SHALL NOT REMOVE, RELOCATE OR PRUNE ANY TREES WITHOUT PRIOR APPROVAL FROM THE CITY. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM THE CITY OF MIAMI PUBLIC WORKS DEPARTMENT PRIOR TO ANY TREE REMOVAL/RELOCATION. 7. CONTRACTOR SHALL REMOVE/CONTROL DUST USING WATER OR OTHER EQUIPMENT CAPABLE OF CONTROLLING DUST. TRAFFIC CONTROL PLANS: 1. TRAFFIC CONTROLS SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS, THE CURRENT EDITION OF THE FLORIDA DOT DESIGN STANDARDS (102-SERIES), THE STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AS MINIMUM CRITERIA. 2. NOTIFICATION OF LANE CLOSURES OR TEMPORARY DETOURS SHALL BE ACCOMPLISHED 14 WORKING DAYS PRIOR TO CLOSURE. DETOUR OR MOT PHASE CHANGE SHALL BE SUBMITTED WITH THE REQUIRED LANE CLOSURE FORM, SKETCHES, CALCULATIONS, AND OTHER DATA TO PUBLIC WORKS DEPT. 3. AT THE DISCRETION OF THE ENGINEER, IF A LANE CLOSURE CAUSES EXTENDED CONGESTION OR DELAY, THE CONTRACTOR SHALL BE DIRECTED TO REOPEN THE CLOSED LANE(S) UNTIL SUCH TIME THAT THE TRAFFIC FLOW HAS RETURNED TO AN ACCEPTABLE LEVEL. 4. THE TRAFFIC AND TRAVEL WAYS SHALL NOT BE ALTERED BY THE CONTRACTOR TO CREATE A WORK ZONE UNTIL ALL LABOR AND MATERIAL ARE AVAILABLE FOR THE CONSTRUCTION IN THAT AREA. 5. LANE CLOSURE SHALL OCCUR ONLY DURING NON -PEAK HOURS ON NON-EVENT DAYS/NIGHTS/WEEKENDS. NON PEAK HOURS 9:0D AM TO 3:3D PM WEEKDAYS AND SATURDAYS. EXCEPTIONS MAY BE GRANTED UPON WRITTEN REQUEST TO THE CITY. 6. TRAFFIC CONTROL PLANS FOR ALL PHASES ARE DESIGNED FOR NON -PEAK HOURS ONLY. THE CONTRACTOR SHALL KEEP ALL EXISTING LANES OPEN DURING PEAK HOURS IN THESE PHASES. 7. AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL COVER WORK ZONE SIGNS WHEN CONDITIONS NO LONGER WARRANT THEIR USE. COST OF COVERING AND UNCOVERING THE SIGNS SHALL BE INCLUDED IN MAINTENANCE OF TRAFFIC PAY ITEM. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REMOVAL OF STORM WATER FROM ROADWAYS UTILIZED FOR MAINTAINING TRAFFIC IN A MANNER APPROVED BY THE ENGINEER. COST FOR REMOVING THE WATER SHALL BE INCLUDED IN MAINTENANCE OF TRAFFIC PAY ITEM. 9. TEMPORARY LANE TRANSITIONS, SHIFTS, AND CROSSOVERS SHALL HAVE SOLID LANE AND EDGE LINES FOR THE LENGTH OF THE TRANSITION, SHIFT OR CROSSOVER. IN ADDITION, SOLID LANE AND EDGE LINES SHALL E%TEND 100 FT ON TANGENT BEYOND EACH END OF THE TRANSITION, SHIFT, OR CROSSOVER. EXCEPTION SHALL BE THROUGH INTERSECTIONS WHERE 2 FT TO 4 FT SKIP LINES WILL BE PLACED. 10. ALL TEMPORARY STRIPES AND MARKINGS SHALL BE PAINT ONLY, UNLESS OTHERWISE SPECIFIED ON THE PLANS OR APPROVED BY THE ENGINEER. COST OF TEMPORARY STRIPPING SHALL BE INCLUDED IN MOT PAY ITEM. 11. EACH EXISTING STREET NAME AND STOP SIGN AFFECTED BY CONSTRUCTION SHALL BE RELOCATED AND MAINTAINED IN AN APPROPRIATE LOCATION FOR THE DURATION OF THE PROJECT. WHEN NO LONGER AFFECTED BY CONSTRUCTION, THESE SIGNS SHALL BE RESTORED TO THEIR ORIGINAL POSITION. COST OF TEMPORARILY RELOCATING AND RESTORING THE SIGNS SHALL BE INCLUDED IN MAINTENANCE OF TRAFFIC PAY ITEM. 12. FOR DROP OFFS, THE CONTRACTOR'S SHALL FOLLOW TO FDOT STANDARD INDEX N0. 102-60D SHEET 8 OF 11. THE CONTRACTOR SHALL USE SHOULDER TREATMENT DETAIL WHEN NO BARRIERS ARE REQUIRED IN THE PLANS 13. CONTRACTOR SHALL PREPARE AND SUBMIT AN ACCEPTABLE MOT PLAN FOR THE PROJECT. THE MOT PLAN SHALL BE SUBMITTED TO THE CITY OF MIAMI'S PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL. 14. LANE CLOSURES SHALL NOT BE PERMITTED DURING SCHOOL SPEED ZONE HOURS WHERE SUCH CLOSURES WILL AFFECT TRAFFIC FLOW IN THE VICINITY OF THE SCHOOL SPEED ZONES. WORK ZONE LIMITS: THE LENGTH OF AN OPEN TRENCH SHALL NOT EXCEED 50D FT. PROPERTY ACCESS SHALL BE MAINTAINED IN ACCORDANCE TO ARTICLE 102- 5.5 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION LATEST EDITION. NO MORE THAN TWO BLOCKS OF STREET SHALL BE UNDER CONSTRUCTION AT A TIME AND ALL WORK AND RESTORATION SHALL BE COMPLETED ON ONE OF SUCH BLOCKS BEFORE WORK MAY BEGIN IN A NEW BLOCK. FINAL RESURFACING SHALL BE PLACED WITHIN 48 HOURS OF THE MILLING OPERATION. INTERSECTIONS: ADJACENT INTERSECTIONS SHALL NOT BE CONSTRUCTED SIMULTANEOUSLY UNLESS DIRECTED BY THE ENGINEER INTERSECTIONS SHALL BE RECONSTRUCTED WORKING ON A CONTINUOUS DAILY BASIS UNTIL COMPLETE AND UNTIL THE STRUCTURAL COURSE IS PLACED. M.O.T. TRANSITIONS AND TEMPORARY INTERSECTION CROSSOVERS WHERE CONSTRUCTION HAS CAUSED GRADE DIFFERENCES BETWEEN THE EXISTING AND NEW ROADWAYS SHALL BE CONSTRUCTED USING A 1:20 TYPE SP ASPHALT CONCRETE SLOPE TO ACCOMMODATE VEHICULAR TRAFFIC FROM ANY DIRECTION. ALL MATERIA AND WORK, INCLUDING ITS REMOVAL, SHALL BE INCLUDED IN MAINTENANCE OF TRAFFIC PAY ITEM. SIGNING AND PAVEMENT MARKINGS: 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL CONFORM WITH THE CURRENT EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS. 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 DEPARTMENT. 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. 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. THE CONTRACTOR SHALL REMOVE EXISTING MARKINGS BY FDOT 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 BE APPROVED BY MIAMI-DADE SIGNALS AND SIGNS DMISION. 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. EXTRUDED ALUMINUM SIGN SUPPORT CLAMPS ARE NOT ACCEPTABLE. ALL RELOCATED SIGNS MUST COMPLY WITH THE DESIGN 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. 10. SCHOOL CROSSING SIGNAGE AND SCHOOL SPEED ZONE SIGNAGE TO CONFORM WITH MUTCD/FDOT STANDARDS (FLUORESCENT YELLOW -GREEN BACKGROUNDS). 11. REFLECTIVE PAVEMENT MARKERS AS PER FDOT STANDARD INDEX NO 706-001 ABBREVIATIONS: A.R.V. = AIR RELEASE VALVE BLDG. = BUILDING C.B. = CATCH BASIN = CENTER LINE C.O. = CLEANOUT CONC. = CONCRETE C.O.H. = CITY OF HIALEAH CONN. = CONNECTION CONT. = CONTINUATION D.D.C.V. = DOUBLE DETECTOR CHECK VALVE DET. = DETAIL D.I.P. = DUCTILE IRON PIPE EXIST. = EXISTING F.D.C. = FIRE DEPARTMENT CONNECTION F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.M. = FORCE MAIN H.D.P.E. = HIGH DENSITY POLYETHYLENE HORIZ. = HORIZONTAL INV. L.F. M-DWASD MIN. P/L, PROP. R/W, ROW SEC. SERV. = SERVICE S/L, STA. STD. VERT. INVERT LINEAR FEET MIAMI-DADE WATER AND SEWER DEPT. MATCH EXISTING GRADE MINIMUM MECHANICAL JOINT (FITTING) PLAIN END (FITTING) POST INDICATOR VALVE = PROPERTY LINE = PROPOSED = RIGHT OF WAY = SECTION = SECTION LINE = STATION = STANDARD = TOP OF PIPE VERTICAL WATER MAIN TO BE FIELD VERIFIED DESIGNED BY DRAWN BY: CHECKED IT.e. REV DATE BY: DESCRIPTION ATE01/27/2023 SEAL: CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS 991 (365) .6-1 13 x rxx(ws)}. 6-1253 CITY 01- MIAMI OFFICE OF CAPITAL I.IIPROVEMEVTS PROJECT NAME PROJECT No. 26TH STREET DOG RUN PARK B-193522A GENERAL NOTES SCALE: AS SHOWN PROJECT NO.: 2154 DWG. NW: SHEET: CS- 3 LEGEND: EXIST. ASPHALT PAVEMENT TO BE REMOVED EXIST. CONC. SIDEWALK, APRON AND DRIVEWAY TO BE REMOVED EXIST. CURB TYPE 0 /CURB TIDE "F" TO BE REMOVED NOTF0; I. SEE UTILITY ADJUSTMENTS PLAN CS-15. 2. THE EXISTING PUMP STATION MUST BE PROTECTED DURING ALL CONSTRUCTION PROCESSES, WITH SPECIAL ATTENTION TO UNDERGROUND UTILITIES. STA: 18+45.00 BEGIN OF SIDEWALK REMOVAL BEGIN OF CU TYPE D" REM STA. 18+45.00 ? S.W. 26TH ST. BEGIN ASPHALT PAVEMENT TO BE REMOVED EXIST. 15.0' SWK TO RE EXIST. 25.0' SWK TO RE BEGIN OF CURB TYPE 'D" REMOVAL STA: 18+45.00 BEGIN OF SIDEWALK REMOVAL LOT 7. BLOCK 34 SILVER BLUFF ESTATES SECTION '55 (I0-68) LOT 21, BLOCK 31 SILVER BLUFF ESTATES SECTION '6" 00-65) STA. 7+24.39 END OF SIDEWALK REMOVAL END OF CURB TYPE D" REMOVAL EXIST. CONC. DWY TO BE REMOVED— LOT 20. BLOCK 31 SILVER BLUFF ESTATES SECTION 'B" (10-68) XIST. CONC. DWY TO BE REMOVED EXIST. CURB TYPE D" TO BE REMOVE 0 20 40 SCALE 1"=20' LOT 19, BLOCK 1 SILVERBLUFFESFATES tI sE :3R e" (10-sa)EXITCABE80XTOBEXTPARK/MEERELCATED (BY OTHERS/FECETO BEMODEXIT POLETOBE1 'EXLPOWEPOE OEARELOCATEL(BY OTHERSEXST. POLETOBEENOFCURYf D"REOVALRELOCATED (BYOTHEGNDF CUTYPE T REMOVAL EXIST SONS.. EXIST. CURB TYPE OWY TD BE REOVED TO BE REMOVED EXIST. CURB TYPE / EXIST PANEL BOX D" TO BE REMOVED BE RELOCATED ` .". l EXIST. POWER EXIST. LIGHT ^+ POLE TO REMAIN BE RELOCD, S iII SHEET CS EXIST. SIGN TO BE RELOCATED, SEE P.M. PLANS wsW 20 POE Bt GAgEI REMOVED DESIGNED EIV DRAWN BY: CHECKED BV: REV. DATE BY: DESCRIPTION 'TTD1/27/2023 SEAS EXIST. SIGN TO BE RELOCATED, SEE P.M. PLANS EXIST. SIDEWALK TO BE REMOVE EXIST PARK PERIMETER FENCE TO BE REMOVED EXIST. PS-9 TO REMAIN EXIST. CURB TYPE "F" TO BE REMOVED _ EXIST. METAL LID TO REMAIN EXIST. ASPHALT PAVEMENT TO BE MILLED AND RESURFACING, SEE SHEET CS-% & Q OF CONST. OF S.W. 26TH LANE EXIST. SIGN TO REMAIN CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS (345) 416-113 FAX/35/416-1250 EXIST. POLE TO REMAIN EXIST. LIGHT POLE TO REMAIN TRACT A NAPOLI PROPERTIES (65-45) XIST. LIG/IIT POLE TO BE RELOCATED, SEE SHEET CS-8 STA. 9+7005 ? S.W. 26171 LANE END ASPHALT PAVEMENT TO BE REMOVED EXIST. SIGN I TO REMAIN CITY OF MLAMI OFFICE OF CAPITAL IIIPROVEMA.VTS EXIST. 16.0' SWK TO REMAIN EXIST. CABLE BOX TO REMAIN EXIST. SIGN TO BE RELOCATED, SEE P.M. PLANS EXIST. TRAFFIC SIGNAL BOX TO REMAIN END OF CURB TYPE 'F" AND SWK. REMOVAL 9+82.00 38.1 LT. D EXIST. POWER POLE TO REMAIN EXIST SIGN TO REMAIN EXIST 2" C&G TO REMAIN EXIST ASPHALT PAVEMENT TO REMAIN PROJECT NAME PROJECT No. 26TH STREET DOG RUN PARK B-193512A EX6i. ±4.3" CONC. NEOL4N I £XIST ASPHALT PAVEMENT TO REMAIN EXIST. SIGN TO REMAIN EXIST. LIGHT POLE TO REMAIN S.W. 25th TER. EXIST 0.5' CURB TYPE D" EXIST. SIGN TO REMAIN TM Y EXIST. 2" C&G • TO REMAIN EXIST. ASPHALT PAVEMENT TO REMAIN DEMOLITION PLAN SCALE P5 SHOWN PROJECT No. 2154 DWG. ND.: SHEET: CS-5 (M OF SURVEY CL& OF CONST. OF S.W. 26TH ST. 60'-D" R/W LINE: EXIST. GROUND NEW CONSTRUCTKN 30'-D" 30.-0" SIDEWALK LANDSCAPE C&G PARKING DRIVE LANE 5 0" DRIVE LANE t PARKING C&f, LANDSCAPE SIDEWALK I 0.02'/FT 0.02'/FT i (MAX) 0.02'/FT 0.02'/FT (MAX) i CONST. CONC. CURB & GUTTER (TYPE F) CONSTRUCT 6" THICK CONC. SIDEWALK - STABILIZED SUBGRADE (12" THICK) MIN. 95% MAX. DENSITY - AASHTO T-180 - LIMEROCK BASE (8" THICK) (LBR 100) COMPACTED TO 98% AASHTO T-180 - TYPE SP-9.5 (1") AND TYPE FC-9.5 (1") R/W LINE_ EXIST. GROUND TO BE REGRADED TO PROP. ELEV. CONSTRUCT 6" THICK CONC. SIDEWALK SIDEWALK 0.02'/FT (MAX) PROP. 8" LIMEROCK BASE PROP. 12" STABILIZED SUBGRADE TYPICAL SECTION S.W. 26TH ST. STA. 18+45.00 TO STA. 19+47.31 N.T.S. CL& OF CONST. OF S.W. 26TH ST.� DRIVE LANE 3' PAINTED MEDIAN MARKING DRIVE LANE 0.02'/FT CONST. CONC. CURB & GUTTER (TYPE F) t 0.02'/FT 8" LIMEROCK BASE PROP. 12" STABILIZED SUBGRADE CONST. CONC. CURB & GUTTER (TYPE F) NEW CONSTRUCTION - STABILIZED SUBGRADE (12" THICK) MIN. 95% MAX. DENSITY - AASHTO T-180 TYPICAL SECTION S.W. 26TH ST. - LIMEROCK BASE (8" THICK) (LBR 100) COMPACTED TO 98% AASHTO T-180 - TYPE SP-9.5 (1") AND TYPE FC-9.5 (1") STA. 19+47.31 TO STA. 20+00.00 N.T.S. 2' C&U 1/I -CONST. CONC. CURB & GUTTER (TYPE F) CONSTRUCT 6" THICK CONC. SIDEWALK SIDEWALK 0.02'/FT (MAX) EXIST. GROUND TO BE REGRADED TO PROP. ELEV. CONSTRUCT 6" THICK CONC. SIDEWALK R/W LINE EXIST. GROUND TYPICAL SECTION NOTES: 1. SODDING TO BE USED AT LOCATIONS WHERE INDICATED AND WHERE EXISTING LAWNS ARE DISTURBED, AS DIRECTED BY CITY OF MIAMI CONSTRUCTION MANAGER. 2. EXTEND LIMEROCK BASE (8" THICK), 6" OUTSIDE EDGES OF PAVEMENT AND 6" BACK OF CURB AT ALL CONNECTIONS TO COUNTY (CITY) ROADS AND STREETS. 3. EXISTING SUBBASE TO REMAIN (IN CASE WHERE IS NECESSARY REPLACE THE SUBBASE, INSTALL 12" STABILIZED SUBBASE, COMPACTED SUBBASE IN 6" LAYERS TO A DENSITY OF NOT LESS THAN 95% OF MAX. DENSITY AS DETERMINED BY PASHTO T-180) 4. DROP CURB & DRIVEWAY CONNECTIONS SHALL BE PROVIDED FOR ACCESS TO ALL PRIVATE PROPERTIES ADJACENT TO THE PROJECT CONSTRUCTION. DESIGN SPEED 30 MPH I DESIGN POSTED 25 MPH I DESIGN SPEED 3D MPH DESIGN POSTED 25 MPH DESIGNED BY: DRAWN BY: CHECKED BY. REV DATE RV DESCRIPTION "TE01/27/2023 SEAL: CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS 991 (365) .6-1 13 � r.6(bs)}416-1sv CITY 01- MIAMI OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME PROJECT No. 26TH STREET DOG RUN PARK B-193522A TYPICAL SECTIONS SCALE: A5 SHOWN PROJECT NO.: 2154 DWG. NW: SHEET: CS-6 (M OF SURVEY 7-OF EXIST.WCE. &26TMH OFLANE CONST. S. EXIST. NORTH I R/W LINE MATCH EXIST. GRADE EXIST. GROUND SIDEWALK 0.02'/FT (MAX) LANDSCAPE C&G CONSTRUCT 6" THICK CONC. SIDEWALK NEW CONSTRUCTION PARKING 10'-D" j EXIST. 10'-0" DRIVE LANE DRIVE LANE 0.02'/FT TYPE-D CURB EXIST. 6'-6" EXIST. ±8' PARKING GRASS EXIST. ASPHALT TO BE RESURFACED W/ 1" FC-9.5 ASPHALTIC CONCRETE SURFACE COURSE - STABILIZED SUBGRADE (12" THICK) MIN. 95% MAX. DENSITY - PASHTO T-180 - LIMEROCK BASE (8" THICK) (LBR 100) COMPACTED TO 98% AASHTO T-180 - TYPE SP-9.5 (1") AND TYPE FC-9.5 (1") NEW CONSTRUCTION MATCH EXIST. GRADE EXIST. GROUND EXIST. STABILIZED PROP. 8 LIMEROCK BASE SUBGRADE CONST. CONC. CURB & GUTTER (TYPE F) TYPICAL SECTION S.W. 26TH LANE SIDEWALK 0.02'/FT (MAX.) STA. 7+24.39 TO STA. 8+06.50 /SURVM OF EY EXIST. LIMEROCK BASE E%IST. STABILIZED SUBGRADE E%IST. CL&226TQH OFLANENST. 8 OF S.W. CO 5'-0" EXIST. 10'-0° 7t&G7 _ DRIVE LANE DRIVE LANE 0.02�/FT/FT 30' TYPE-D CURB EXIST. 6'-6" ,V EXIST. ±8' PARKING GRASS EXIST. ASPHALT TO BE RESURFACED W/ 1" FC-9.5 ASPHALTIC CONCRETE SURFACE COURSE CONSTRUCT 6" THICK CONC. SIDEWALK - STABILIZED SUBGRADE (12" THICK) MIN. 95% MAX. DENSITY - PASHTO T-180 - LIMEROCK BASE (8" THICK) (LBR 10D) COMPACTED TO 96% MSNTO T-180 - TYPE SP-9.5 (1") AND TYPE FC-9.5 (1") EXIST. SOUTH R/W LINE (EXIST. GROUND DESIGN SPEED 30 MPH I DESIGN POSTED 25 MPH E%IST. SOUTH R/W LINE SIDEWALK TYPICAL SECTION NOTES: SODDING TO BE USED AT LOCATIONS WHERE INDICATED AND WHERE EXISTING LAWNS ARE DISTURBED, AS DIRECTED BY CITY OF MIAMI CONSTRUCTION MANAGER. EXTEND LIMEROCK BASE (8" THICK), 6" OUTSIDE EDGES OF PAVEMENT AND 6" BACK OF CURB AT ALL CONNECTIONS TO COUNTY (CITY) ROADS AND STREETS. E%ISTING SUBBASE TO REMAIN (IN CASE WHERE IS NECESSARY REPLACE THE SUBBASE, INSTALL 12" STABILIZED SUBBASE, COMPACTED SUBBASE IN 6" LAYERS TO A DENSITY OF NOT LESS THAN 95% OF MAX. DENSITY AS DETERMINED BY AASHTO T-180) DROP CURB & DRWEWAY CONNECTIONS SHALL BE PROVIDED FOR ACCESS TO ALL PRIVATE PROPERTIES ADJACENT TO THE PROJECT CONSTRUCTION. 5. RESURFACE EXISTING ASPHALT PAVEMENT (1" AVERAGE) INSTALL W/ THE SECOND LIFT OF THE PROP. PAVEMENT OF FC-9.5 EXIST. GROUND PROP. 8" LIMEROCK BASE EXIST. STABILIZED SUBGRADE CONST. CONC. CURB & GUTTER (TYPE F) TYPICAL SECTION S.W. 26TH LANE STA. 8+06.50 TO STA. 9+70.05 \ EXIST. LIMEROCK BASE EXIST. STABILIZED SUBGRADE I DESIGN SPEED 30 MPH DESIGN POSTED 25 MPH DESIGNED BY DRAWN BY: CHECKED BD: REV DATE RV DESCRIPTION "TE01/27/2023 SEAL: CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS 991 r (365) .6-1 13 r.6(bs)}416-1sv CITY 01- MIAMI OFFICE OF CAPITAL I.IIPROVEMEVTS PROJECT NAME PROJECT No. 26TH STREET DOG RUN PARK B-193522A TYPICAL SECTIONS SCALE: A5 SHOWN PROJECT NO.: 2154 DWG. NW: SHEET: CS-7 STA. 18+45 CONNECT TO CONNECT TO EXIST SIDEWALK (5' TRANSI770N ® 5% MAX. LONG. SLOPE) EXIST. ±5.0' SIDEWA EXIST GRASS 7.0 EXIST. GRASS EXIST. 15.0' SIOEWAL PROJECT LIMITS STA. I8+45 ? S.W. 26TH ST. BEGIN NEW PAVEMENT SECTION, NEW 6.5' CONC. SWK, C&G TYPE-F. MEET AND MATCH EXIST ELV. LOT 21, BLOCK 31 SILVER BLUFF ESTATES SECTION "B" (10-68) EXISTTREE TO REMAIN, PROVIDE ROOT BARRIER (TYP. CITY OF MIAMI MON. FOUND NAIL 18+47.00 16.5 LT. 18+45.00 17.7 LT 18+45.00 17.1 RT. 18+47.00 16.5 RT. PROP. C&G TYPE-F (TYP. EXIST. LIGHT POLE TO REMAI GIN C&G TYPE-F W/ 2' TRANSITION STA. 18+45 CONNECT TO EXIST. SIDEWALK (5' TRANSITION ® 5% MAX. LONG. SLOPE) LOT T, BLOCK 34 SILVER BLUFF ESTATES SECTION B" (10-68) 11 -STA. 7+24.39 CONNECT TO EXIST. SIDEWALK (5' TRANSITION 8 5R MAX. LONG. SLOPE) END C&G TYPE-F It/ 2' TRANSITION /4pp EXIST.TREE TO REMAIN, PROVIDE R00T BARRIER (TYP PROP.C&G TYPE-F (TYP. PROP. 10' CONC. DRIVEWAY PER R-06 • 541i(d 7+65.39 7+55.39 16.5 LT 16.5 LT. XIST.TREE TO jE,W70 -- 7+26.39 PROVIDE�BOT BARRIER 16.52 LT. 7+24.39 ✓ NE tJD I625 C� 9� 5.11. CT SOON SSW pOEWF101 6.5 lc, 0(15-11. EIp110�1 6.- 511P,URf P 2f PN `' 7+24.39 16.8 RT. LOT 20. BLOCK 31 SILVER BLUFF ESTATES SECTION "B" (10-68) CONC DWY EXIST. 20' ALLEY TO BE ABANDONED, e SEE SHEET CS-11 PROP. CONC. DRIVEWAY PER R-06 H12 SWK. 11.0' I /' I EXIST. POWER POLE TO REMAIN LOT 19, BLOCK 31 SILVER BLUFF ESTATES SECTION B" (10-68) CONC, i DWY _11\I 18.8 LT 22.&LT. 6 18+97.83 79+01.83 19+15.37 19+22,4 16.5 LT. 16.5 LT. N8734'19"E 679.99'(R4) 679.94'(C) 679.95(M) M - 19+00 T +25.16 24.5 LT. N8734 19 E (BOB) / 1,27 6.20 PC 19+03.25 �' PT 19+28.99 0.0 T. , 176 LT. . PC. 19+ 19.30 Al.14.6 2^ PT. 19+46.80 11.5 RT. EXIST. POWER p1 POLE TO REMAIN R. PROP. LIGHT(DLE),q RELOCATION („)C J . PC.65114.93 10.0 LT. LOT 21, BLOCK 41 SILVER BLUFF ESTATES SECTION "C" (10-65) PT RADIO LENGTH= PT 79+50.39 PC. 197,69.90 I1. LT 8+79.93 30.0 LT. 8+73.05 272 LT 8+42.91 27.4 LT. R30• 8+29.72 13.5 LT� (Ilyyy' �20' ALLEY) I I EXIST. GRASS TO BE REGRADED-- EXIST CA:.l:JP TO RE., EXIST SIGN TO T BARRIER (TYP.) REMAIN PROP. LIGHT POLE RELOCATION Il II Ili u 37.5 II III 32.0' I I II II I I .3' I I NECT TO I 5' 4EXIST. SIDEWALK I I V I I I wi° I III I III �� PROP. 2' CONC. �, 26TH ST DRIVEWAY PER R-05 /47. PROP �GPG TYPE-F.(TYP. EXISF.'S .PS-9. TO REM4/N I L I 43.02 €XIST. METAL fr EXIST .0 LT. METAL LID . . 98-0.0T \ REMTO 12.0,' ' , _ .., - 1 / *. By0' �i P.I. 9+24.8: CR-).ir, �� 07 ��', iJ y6� ems' 8+89.72 18.1 LT. 8+86.61. �o •T 8+•9. Azle"' N. 513373.1409 ENO C&G IYPE-F. AND 6' SWK. MEET AND MATCH EXIST. PT. 9+82. 38.1 LT 9+65.98 25.0 LT. 9+71.12 19.5 LT CITY OF MIAMI MON FOUND P/K TAP N0 CITY OF MIAMI MON NOT FOUN STA. 9+70.05 I S.W. 26TH LANE END MILLING AND RESURFACING END NEW PAVEMENT SECTION, NEW 6.0' CONC. SWK & C&G TYPE-F. MEET AND MATCH EXIST SWK. & CURB TYPE "F" EXIST. SIGN ✓ TO REMAIN fXST -� EXIST POLE TO REMAIN EXIST LIGHT POLE TO REMAIN E 909545.2209 STA. 8+66.49 ¢ & ? S.W. 26171 LANE = STA. 20+00 ¢ & S.W. 26TH ST. & 9 OF CONST. OF S.W. 26TH LANE CXIST SIGN TO REMAIN TRACT A NAPOLI PROPERTIES (65-45) Ip to lLi Q N 0 EXIST. POWER POLE I( N II II Np Ilzll 2 Il gll I ll52 TO REMAIN /I j SEXIST SIGN TO REMAIN , 11 EXIST. 2' II tC&G I Sul �g III 34.5' II q ll I t'N III I 4a.5 4 Ili"II II u�II II I I I W II II 0 1///1 LEGEND: CONSTRUCT 6" CONC. SIDEWALK & HANDICAP RAMPS PROPOSED ASPHALT (SEE TYPICAL SECTION) PROPOSED SOD EXIST. PAVEMENT TO BE MILLED (± "). RESURFACE W/ 1 " FC-9.5 ASPHALTIC CONCRETE SURFACE COURSE 20 40 SCALE 1 "=20' DESIGNED BS SRAM 13, CHECKED BS. REV. DATE BY: DESCRIPTION "TTD1/27/2023 SEAL: CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS RCCR (305) 416-1 13 rAX (3 5) 416-1250 CITY OF MIAMI OFFICE OF CAPITAL IIIPROVEME.VTS PROJECT NAME PROJECT No. 26TH STREET DOG RUA"PARK B-193522A ROADWAY PLAN SCALE: AS SHOWN PROJECT No.: 2154 DWG, No.: SHEET: CS-8 MET AND MATCH EXIST. ELEVATION PROJECT L/MIIS STA 18+45 00 ? S.W. 26171 ST EXIST, +5.0 SIN EXI GRA LOT 21, BLOCK 31 SILVER BLUFF ESTATES SECTION 8" (10 63) PROP. 20 LF REMOVE 66 LF (±) OF LOT o 1 (±) OF 18" EXIST BLOCK 30" RCP PIPE LVER BLUFF HOPE INV. ELEV=0.71 (W ESTATES SOLID PIPE 0 EXIST. OVERHEAD LINE SECTION 'B° 015R (10-68) A EXIST. THE ES REM4 E MO �� zQ R€MAIN ®. • a= ff/1i 20 1 MI PROP. 10 LF (8) OF 18" HOPE •OLIO PIPE 0 0.15% d EXIST. CRASS n EXIST 15.0' SIDEWALK MET AND MATCH EXIST. ELEVAT/O EXIST. 30" RCP PIPE TO REMAIN 25' TRANSITION FROM PROP. EO.P TO EXIST. E.O.P. 15 LOT BLOCK 34 7 SILVER BLUFF ESTATES SECTION 6" (I0-68) 5 5T NSTALO STRUCTURE AND RECONNECT ^$ EX/SL_.2"PIPR€ANV.- - - . r9+03.25 ELEV.=) 0.71' (E,W) 19+00 0.0 T. S-2 PREP 6.5" $WKa Mak EXIST, COMM UNE S.W. 26th ST.110120 EXIST. GUY W' BE PROTECTS/ PROP. 50 LF (8) OF 30" EXFILTRATION DRAIN W/ 4 LF (t) ON BOTH SIDES OF 30" HDPE SOLID PIPE (E,W TRH 0151.0 O 2 E .o LE �� CPP6 '^ POP EXE 116I' OE 2(610 Zaa SO D PIPE / 15 DPE NE °7 26TN t9" 9 LOT 20. BLOCK 41 SILVER BLUFF ESTATE, ECTION "C" (10-65) PN0 LOT 21, BLOCK 41 SILVER BLUFF ESTATES SECTION "C" (10-65) ALLEY EXIST.CATCH BASIN TO BE REPLACED DONE' LOT 19, BLOCK 31 W/ 5V5V6" CONC. APRON CS- SLIVER ESTATE) RECONNECT EXIST. 36" PIPE SECTLDN e "a" (20 68J (w) AND L2 29'W �Ej— o CO WO .r LEST. COMM INV. ELEV. (EJ i 91 (24 P PIPE LWE INV. ELEV. (EJ 1.91 (24 P ' E GEN 0 0 DRA ECT EXIST. 06 (f) 0 EXIST. BU STREET EXIST 1P� r1 NO CHT LINE 36" C EXIST MA/ EXIST. 6" W.M. A Y,ATE, 4004b 'STREET Vitt d° V 800 E� IIfYELICRT S MI 1 . .440, 0" EST 2•.. D � ST. 2") EXIST. 10"S. OF CONST. OF S.W. 26Hy s� ;7* 720' ALLEYS II I JCL DO TRACT A NAPOLI PROPERTIES (65-45) E.1 909545.2209 STA. 8+66.49 C & 0 S.W. 26TH LANE _ STA. 20+00 C & 0 S.W. 26TH SI. & 0 OF CONST. OF S.W. 26TH LANE EXIST. - 48 F.M. rABANDUNED — t II"1i98i1 MEET AND MATCH EXISTING ELEV. I ENyA C TYPE-F. MEAT A D MATCH EI YIST. EXIST. 24"I CMP PIPE TO RENAL al I w I II II L}1 J W EXIST. 4' kV I PROJECT I IMITS hA STA. 9+70.05 0 S.W. 26TH LANE 1; r p A LEGEND: CONSTRUCT 6" CONC. SIDEWALK & HANDICAP RAMPS PROPOSED ASPHALT (SEE TYPICAL SECTION) PROPOSED 50D EXIST. PAVEMENT TO BE MILLED (3} ). RESURFACE W/ 1 " FC-9.5 ASPHALTIC CONCRETE SURFACE COURSE 20 40 SCALE 7"=20' DESIGNED 13, DRAWN BY: CHECKED IT.e. REV DATE RV DESCRIPTION 'TE01/27/2023 SEAL: CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS 991 puc) .6u3 rAx (bs)}na-1sv CITY 01- ML4M1 OFFICE OF CAPITAL IWPROVEMEVTS PROJECT NAME PROJECT No. 26TH STREET DOG RUN PARK B-193522A PAVING, GRADING AND DRAINAGE PLAN SCALE: A5 SHOWN PROJECT NO.: 2154 DWG. NW: SHEET: CS-9 10 10 8 EXIST PROF? �q GRADE ALONG PCL E GRADE LINE STA. 79+95 M/L OF S.W. 26TH LANE @ '19 % 8 o -Nr a ---® ,-STA. 20+00 A OF S.W. 26TH LANE a W 8 6 - a a�w 6 25 mo - ain LF. ± 00.30% �., ��� a 33 LF. t 0 0.57% ii .., 46 LF. a . 0.57% , 51 lF. t 6 - --- ± 0 9 CURVE ---- __--- J --e HORIZONTAL _ w E LE 25' TRANSITION \ PROP. E.O.P FROM TO EXIST. E.O.P. E E E w w E w cC 6 E E w 19+00 PROFILE VIEW (S.W. 26th STREET) SCALE.: 1:20 HORIZ 1:2 VERT. 20+00 20+20 20 40 SCALE 1T=20' DESIGNED 13, DRAWN BY, CHECKED BY. REV DATE BY: DESCRIPTION DTE01/27/2023 SEAL: CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS 991 (365) a 6-1 13 � rni(ws)3. 6-1253 CITY OI- MIAMI OFFICE OF CAPITAL I IPROVEMEVTS PROJECT NAME PROJECT No. 26TH STREET DOG RUN PARK B-193522A GRADING PROFILE SCALE: AS SHOWN PROJECT NO.: 2154 DWG. NW: SHEET: CS-10 LEGEND: CONSTRUCT 6" CONC. SIDEWALK PROPOSED SOD 0 20 40 SCALE 7"=20' LOT 21, BLOCK 31 SILVER BLUFF ESTATES SECTION "B" (10-68) ±5.0' SWK PROP., 6, EXIST. 20' ALLEY TO BE ABANDONED FUTURE P/L I� I y 11 I EXIST 2" C.I. W.M. FT- II TO BE AB4NDONE' PROP. 15.0' SEWER EASEMENT LOT 20, BLOCK 31 SILVER BLUFF ESTATES SECTION '8" (10-68) EXIST. POWER POLE TO REMAIN _.._ PRP) S EXIST. GRASS �� T CITY OF MIAMI MON. FOUND NAIL EXIST. GRASS EXIST. 25.0' SWK ON e 0 - I N8764'19T 679.99'(R') 679.94' CJ o 79+00 W. 26th ST./' ;i°PROP. 6.5' SIDEWALK CUT EXIST 2" W.M. AND INSTALL � x SINGLE WATER METER PER M-DWASD WS-2.10 SHEET 1 OF W/ 2" RPZA PER M-DWASD SHEET 1 OF 3 (INSTALLED BY MDWASD DESIGNED 13, DRAWN BY; CHECKED BD. REV DATE RV DESCRIPTION "TTOt/27/2023 SEAL: 67. LOT 17 BLOCK 31 SILVER BLUFF ESTATES SECTION '6' (10-68) EXIST. WATER METER TO BE REMOVED ONE STORY CBS RESIDENCE 4,2570 rn N87'34'34T 100.00' (P,C&M) LOT 18, BLOCK 31 SILVER BLUFF ESTATES SECTION 9" (10-68) `PROP. 25-LF (3) OF 15" . ' . 'EXFILTRATION LOT 19, BLOCK 51 ' 807 SILVER BLUFF ESTATESLB 67 SECTION 'B" (10-68) gaz 5,oi:''tc&M 1.-- niEwY�. ����������( .ems :WATER .FOUNTA%lv�luLUTlui!'�.:. . ' • ' ' 5 p 5WR .. PROP, Q i2OF CONSW. T. / 9 OF S.6TH ST / EXIST. 0.5' CURB TYPE 'D"— CE &7 OF CONST. OF S.W. 26TH LANE S LB 6785 +W - 26t1 37.5' 32.0' I 7.5' uJ �T 1 I 1 I I II 1 )rLI SE74.IR 5/8" LB p788 R=45. 1 L=313.2 '(CI 6=5,9'SBb4 (C) I BOX Xe/.TO 0LPBEMAE ..;;(.1 /N NI z I e i -4,-- Di: -,-1- '''1_, 1-'_I 11----=I N J- V -I / .------r- I /"o- 37.5' 0 IA 1—y H-7 S. W. 215tth TER. i--—i _— ,,A I Imo- _ ,_-1- i __________ 1 I I I I I I Iq 1 I STORM DRAINAGE STRUCTURE SCHEDULE STRUCT. No. STRUCTURE TYPE FRAME AND GRATE RIM ELEV. BUTT ELEV, PIPE INVERT ELEVATION N S E W S-/0 INLET TYPE 0-3.5 (SD-05) U.S.F. (ADA GRATE) 780 2.30 4.30 CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS 991 � puc) a 6-1 13 rni(ws)3. a-,sv CITY 01- ML4M1 OFFICE OF CAPITAL IIIPROVEMEVTS PROJECT NAME PROJECT No. 26TH STREET DOG RUN PARK B-193522A GRADING AND DRAINAGE PARK PLAN SCALE: A5 SHOWN PROJECT NO.: 2154 DWG. NW: SHEET: CS - II S.W. 6th T. 10 (S-4A ) I (S_ ( I' ----EXI `I RE -.,P. T. 36" CAP PIPE TO AIN AND RECONNECT TO STRUCTURES-4 (S-4B 10 (S_4 STA. 1 EXIST. ° ) +32.79 (47' AINAGE MANHOLE LT) 5 I, o I,\ 1 ^ 5 (S-4B ) (77. INLET 0' RT) PE 0-3.5 (SD-05) W/ USF STA. 19+4752 CONST. C&G -"'_ �� —...i: _ TO BE CONST W/ US BOTTOM PLACED DRAINAGE 310 RING EL.= -1.39 M.H. 0-6 & GR COVER /SD-05J (S0-04)0 EXIST. BURIED STREET LGHT LINE (70 t 7 BE J EXST. LI0E BURIED (T0 8E STREET LI;H7 FIELD VERl7) 0 5129 FRAME BOTTOM EL.= W/ BAFFLE & H -0.87 WITH HINGED 6176 GRATE INV. w EL=261�1 I — 1 INV. EL=2.60 (S-4A ) —'S FIELD VE INV. EL. 1FY) () INV. EXIST. ANB PrELL' COMM UNE L OCFl7E0 (70 BE AS REQUIRED -5 FIELD VERFY) �I o INV. EL. 0.81' 2.63 STA. 1 CONST W/ US HINGED +29.73 (18.3' C&G INLET 5129 FRAME 6176 GRATE LT) TYPE D-3.5 & HOOD (SO-05) WITH - 10 HOPE SOLID PIPE 0 0. 5X INVST. EL. 8-5.85 1 As I I PROP. HOPE S V. EL.=2. 0 LF (t) LID PIPE 3 OF 18" ® 0.15R -10 BOTTOM W/84 EL.= -0.87 E PROP DRAIN 50 LF (t) W/ 4 LF OF 30" (3) OF 30" EXFILTRATISN HOPE aI SOLID BOTTOM PIPE (ON EXF. BOTH SIDES) / 2.73 (S-i ) 10 (S 1 ) (S 2 ) • �S-3 N..HZ • 10 (S 2 ) STA. 18+70.00 CONST. W/ USF HINGED (16.50' C&G INLET 5129 FRAME 6176 GRATE LT) TYPE 0-3.5 & HOOD (SD-05 WITH 5 n e n US HZ e -_ • ` HZ , Jr STA. 18+70.00 CONST DRAINAGE W/ USF BOTTOM EL.= (5.50' M.H. 310 RING -3.13 RT) 0-5 (S0-05) & GR COVER (SD-04) - _ - EXIST, INV /NV 8" S.S. £L.=1.40 EL.=-1.13' \ —_ BOTTOM W/BAFTLE EL.= -4.60 0 0 S-3 • '^ -'S -5 STA. 18+70.00 C&G FRAME & �TIMFEF EL.= (16.50' INLET HOOD WITH -1.40 LT) TYPE 0-3.5 HINGED (SD-05) 6176 GRATE W/ USF 5129 PROP OF 16" PIPE 20 LF (�) HOPE S3LI0 0+ 0.15X I (\ ACONST - 10 g INV. EXIST INV EL.=-1.10' IO' S.S. EL.- 575 / T" I^ WI IN • • SO EL.=210' 'P. 10 LF ID PIPE @ (I) OF 18" 0. 15X HOPE - 10 p INV. EL.-0.71' 2 EY INV EL.=2.08 ga EXIST 30" REMAIN PROP. STRUCTURE CUP PIPE AND RECONNECT TO TO S-2 10 10 5 5 0 0 5 —5 —10 —10 DESIGNED SEAL _ � + � CITY OF M I A M I CITY OF MIAbII OFFICE OF CAPITAL IMPROVEMENTS DRAINAGE CROSS SECTION SCALE: "5 SHOWN i A0. mr,unn.,ec vew. eu.cor=u DRAWN PROJECT No.: 2154 OFFICECIOF CAPITAL IMPROVEMENTS� PROJECT NAME PROJECT No. o eI CHECKS IC o _ • u RN /Sa51 %a 1213 rm FLORIDA1O) $ s 1253 26TH STREET DOG RUN PARK 511 1.a N k Slt 2611101. B-193522A DWG. No.: SHEET: CS-13 ATE01/27/2023 REV DATE BY: DESCRIPTION .W. 26th LANE C S_9 )TO REM4/N(TO PROP. PROP. EXIST 2) BE RECONNECTED STRUCNFE 6" WM S-9 EX/ST. 64" FM. 5AL ) S-g ) 10 n 0 1 TOP 367 (FIELD VERIFY) TOP (44'ELD FA 3.50 VERIF) IT 10 STA. 9+46.41 CATCH BA.,IN INLET TYP(5 USF 47001FRAME (32.67' TO BE D-6 SOLARED & LT) REPLACED CONST. 1 h 1 N N Jr (SD-05) 6223 GRATE W/ 5 1 L— W/ 555S," BOTTOM E CONCRETE .=-3.54 APRON 1 * J LP EXIST. 36' INV. EL=-7.30 SAN. S. ( 1 (5-8 ) 0 0 1 INV. EL=7.97' � w 5 ", ov STA. 9+30.73 CONST. C&G 5129 FRAME OITOOM E (8.06' INLET TYPE & H007 =-5.00 LT) D-3.5 WITH HINGED (SD-05) 6776 W/ USF GRATE —5 INV. `18" EL.=-1.5/'� LF (A) _ OF — 1 01 J / ` J INV. EL.=-1.54' 18" PIPE HOPE HOPE SOUL 0 0.15X g �' FLE — 10 EXIST. 36" RECONNECTED CMP PIPE TO TO REMAIN PROP. STRUCTURE TO BE S-9--- l 6( INV. EL=0.61' (S-5 ) STA. 7+94.50 CONST. C&G (16.50' INLET T`PE LT) D-3.5 (SD-05) 1 0m m (S-5 m ) m (S-6 ) m m m m n m 1 0 W/ USF 5129 HINGED 6 BOTTOM E.=0.05 W/ BAFFLE FRAME 76 GRATE & HOOD WITH 5 5 () C S-6 i 0 • NV. E[.=320' 0 55' LF (t) STA. 7+98.50 CONST DRAINAGE W/ USF 310 BOTTOM E[.= (6.00 M.N. RING & 7.20 LT) 0-4 (SD-05) GR COVER (SD-04) —5 INV. EL.= PROP. 70 -5 -10 w OF 18 H PIPE ® 0.15X INV. EL. 3 . SOLID i w j —10 54' z EXRETRA7ION 4 LF ( PI SOLID PPE SIDES (E.W) DRAIN OF 24" H ON BOTH / 2 j 2 g 21 ny a 2 (S-7 ) B01TOM E F. 1.55 (S-7 ) T) D-4 (SD-05) CR COVER ISD-04) 10 m m m m m 10 STA. CONST. W/ 7+35.20 DRAIVAGE USF 310 (6.00' M.H. RING & BOTTOM EL.= 1.20 5 5 L( — — 0 INV E[.=3.20' 0 -5 _ -5 —10 a g 0 01., a 2 —10 DESIGNS SEAL: _ r� + � CITY OF M I A M I (± � OFFICE OF CAPITAL IMPROVEMENTS o _ • u Rill /081 %a ,m3Lr Too / . s ,2u CITY OF MIAMI OFFICE OF CAPITAL IIIPROVFME:VTS DRAINAGE CROSS SECTION SCALE: PS SHOWN A0. m, ,,,,,, e,c vew eu.cor=u DRAWN PROJECT NO.: 2154 PROJECT NAME PROJECT No. e�. CHECKEDJc 26TH STREET DOG RUN PARK 511 , .a N k Slt 16111,1. B-193522A DWG. No.: SHEET: CS-14 AT 07/27/2023 REV DATE BY: DESCRIPTION EX T. 15.0' SIDEWALK EXIST. GRASS EXIST 8" V.C. 1.7 LOT 21, BLOCK 31 SILVER BLUFF ESTATES SECTION 'B" (40-68) PROP. 18" S.D. EXIST. 6" S.S. PROP. S.S. W/ EXIST BELOW_ EXIST. EXIST. 30" RCP PIPE TO REM4/ ' I SWK LOT 20, BLOCK 31 SILVER BLUFF ESTATES SECTION "B" po-sa) EXIST ELECT BOX EXIST. POWER POLE TO REMAI EXIST. OVERHEAD LINE PROP. 30" EXPLTRATION DRAIN S I 1.4 CONC! CONC I' DWY immi IS" W. 26th ST. EXIST. 18" C.I. S.S. _ S-2 S-3 EXIST. GRASS t5.0' SI4 WALK PROJECT LIMITS 1 STA. 18+45 S.W. 26TH ST. LOT 1, BLOCK 34 SILVER BLUFF ESTATES SECTION '8" (10-68) PROP. 18" S.D. EXIST DRAT AGE M.H. TO BE RFIPLACED PROP. l/ 8" S.D. EXIST. LIGHT POLE TO REMAIN EXIST. ELECT. BOX TO REMAI EXIST. POWER POLE TO REMAIN EXIST.LIGHT POLE TO BE RELOCATED BY CITY'S CONTRACTOR PROJECT LIMITS PROP STA. 7+24.39 B S.W. 26TH LANE PROP. / 18" S.D. EXIST. PANEL BOX BE RELOCATED BY THE UTIL,tr3ar,.PANY PROP. 24" EXFILTRATION DRAIN y'b EXIST. BURIED LIGHT LINE XIST. 42" PRES SSED CONCRETE F.M. (A ROOMED) LOT 21, BLOCK 41 SILVER BLUFF ESTATES SECTION 'C' (10-65) EXIST. BE EXl5T S.S. T EXIST. CM TO RE ALLEY DONED TO CS-11 V.C.EX T.SI TOREMAIN 0" II EXIST.9 EXIST. I 16"F.M. LOT 19, BLOCK 31 SILVER BLUFF ESTATES SECTION 'B" (10-68) A/N EXIST CABLE BOX TO BE RELOCATED (BY OTHERS) EXIST. POLE TO BE RELOCATED (BY OTHERS EXIST POLE TO BE RELOCATED (BY OTHERS - 55I C.B. 50 BE EXIST 6" W.M. TO M4/N EXIST 36" SS. TO RE 4,7, PROP. 18�SL� H4/N Pj FFNCF;' -EXIST. M IAL LID ro REMA/ XIST. W.M. EMA/N EXIST. 10" V.C. S.S. TO REMAIN 1ST. METAL LI TO REMAIN EXIST, S.S. C.O. TO BE A US7ED BY CITY'S NTRACTO E 5. T ..ST.,: +NT"AC'/ XIST. 42" PRESTRESSED CONCRETE F.M. (ABANDONED) TRACT A NAPOLI PROPERTIES 465-454 GHT E TO BE RELOCATE EXIST. BASIN RIM ELEV= 7.34' 15" RCP INV (NE)= 3.05 BOTTOM ELEV= 2.39' PROJECT LIMITS STA. 9+70.05 ? S.W. 26TH LANE r T I EXIST. CABLE BOX TO REMAIN I EXIST TRAFFIC SIGNAL BOY TO REMA/NI EXIST. 24" RCP PIPE TO REMAIN EXIST. 24"I CUP PIPE TO REMAIN 1 L 57 �h,�� I,- L � I I W I rl in 1- _ 1� ICI CONCRETE S IESSED II1-- (rI84N�)ONED)I - I I I I I __r_1___Ir_ _ _ L I I I I L1- 1 J- 0 �II II 6I1 Id l MATCH LINE LEGEND: 1 EXIST WATER VALVE BOX & LID TO BE ADJUSTED BY CITY'S CONTRACTOR. 2 EXIST SANITARY SEWER MANHOLE TO BE ADJUSTED BY CITY'S CONTRACTOR 0 EXIST FORCE MAIN VALVE TO BE ADJUSTED BY CITY'S CONTRACTOR ® EXIST ELECTRIC VALVE TO BE ADJUSTED BY CITY'S CONTRACTOR 20 40 SCALE 1 "=20' DESIGNED BY DRAWN BY: CHECKED IT.e. REV DATE RV DESCRIPTION "TT01/27/2023 SEAL: CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS (3uc) a suNm3 3 rm pos). a-rav CITY 01- MIAMI OFFICE OF CAPITAL IIIPROVEMEVTS PROJECT NAME PROJECT No. 26TH STREET DOG RUN PARK B-193522A UTILITY ADJUSTMENTS PLAN SCALE: A5 SHOWN PROJECT NO.: 2154 DWG. NW: SHEET: CS-15 LOT 21, BLOCK 31 SILVER BLUFF ESTATES SECTION B" (10-66) EXIST. SIGN (R2-1) TO BE RELOCATED FROM STA 19+27.09 6" DOUBLE YELLOW W/ REFLECTIVE PAVEMENT I MARKING (RPMs) 0 20' O.C. (Y/Y) (TIP.) +60.96 PROJECT LIMITS A STA. 18+45.00 S.W. 26TH ST. EXIST. 'ASS'.'.'.'.'.'.'.' EXIST. ± 0' SIDEWALK 18"-45' WHITE 0 10' 0.C. RPMs R/W B 10' (TYP. 6" WHITE LOT T, BLOCK 34 SILVER BLUFF ESTATES SECTION "B• 00-0 PROJECT' LIMITS LOT 20, BLOCK 31 SILVER BLUFF ESTATES SECTION B' (Io-6B) CONGa 067 +00.92 16.5 LT. 1700-7-501 STA. 7+24.39 S.W. 26TH LANE 50 LF OF 6" DOUBLE YELLOW W/ REFLECTIVE PAVEMENT MARKING (RPMs) 0 20' D.C. (Y/Y) (TYP.)- 0..OT. 51RE dal✓ Ey1511461° RE EXIST. SIGN (R2-1) TO BE RELOCATED TO STA. 18+ 18"-45' WHITE 10' 0.C. (TYP.) 6" WHITE PROP +,••sw® .; 19MATA V +1 .37 _ 18.8 LT. 19+00 +01.96 10.0 RT. CONC. DWY +22.71 22.7 LT +24.66 16.6 LT. +30.89 11.4 LT. h +48.10 DEWALK 11.1 RT. 6" WHITE 24" WHITE +14.93 9- 10.0 RT. +06.55 10.0 RT. j��L1yy�7,i (C(JT / �Fl" 18"-45' WHITE �� ( 10' 0.C. W/ RPMs ( R/W 0 10' (TYP.)- DESIGNED BS DRAWN BY: CHECKED BS: REV. DATE BY: DESCRIPTION "TT01/27/2023 SEAL: +52.71 1.9 LT. +71.37 19.5 RT. R30• WHITE +20.55 76.6 RT. EWpY 18"-4 IT W/ R 6" WHI 18" 45' L0W DOUBLE Y/Y ..+47.31' +78.09 700 RT. LOT 19, BLOCK 31 SILVER BLUFF ESTATES SECTION "B" (10-68) 0 10' (TIP.) ',p," , 700-1-5 X6L SIt TO DE 0 111npq�11 REL4 D (D3-7) AND L II CBI i-i R ' SE D3-1 SIGN 10' O.C. MI/ PANEL (SW 26 --OL('IYP.) 18" 45' YELLOW 0 10' sY/Y® -PAVEMENT MARKING (RPMs) ® 8" O.C. (Y/Y) (TYP.) STY. .26TH --:.--,•.�:- 6'" DOUBLE YELLOW w/ . REFLECTIVE PAVEMENT .' MARKING (RPMs)0 r0'' .(Y/1) 2" WHITE ' 'n' +99.92 8.3 LTA +91.08 / 9+° 20.7 LT .04 1.6 RI: 7 �- 4+BBA2. .S RT. +71.62 13.6 RT. 443.02 I.y LT +16.21 6.2 RI: 6" WHITE +09.52 16.9 RT. Kl" ' ELECTIVE PAVEMENT MARKING (RPMs) 8" 0.C. (Y/Y) (TIP.) Jj) STA. 20+00 ¢ &9 S.W. 26TH ST. & 9 OF CONST. OF S.W. 26TH LANE " WHITE 78" 45' WHITE 0 70' 0.C. W/ RPMs R/W 0 10' (TYP.) EXIST. SIGN TO REMAIN " YELLOW (6'10 ) TYP. 1- CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS (Jos> 418-413 FAX (15) 416-1250 84 z 9.4 LT 8.9 RT, EXIST. SIGN TO REMAIN TRACT A NAPOLI PROPERTIES (65-45) 5' +82.91 34.8 LT. +72.25 20.1 LT. ELECTIVE PAVEMENT MARKING (RPMs) 0 8" C. (Y/Y) (I0P.) 37.5' EXIST SIGN TO REMAIN PROJECT LIMITS STA. 9+70.05 9 S.W. 26TH LANE S.W. 26th ST. "WHITE r_ - - 6 12" WHITE +34.01 33.2 RT. XIST RAMP AND DETECTABLE WARNING SURFACE TO REMAIN +37.67 50.5 RT. XIST. SIGN TO REMAIN 34.5' CITY OF MI AMI OFFICE OF CAPITAL IIIPROVEMEVTS PROJECT NAME PROJECT No. 26TH STREET DOG RUTS PARK B-193522A 1 7 ' N Vi EXIST. SIGN TO REM4I 4.2' 32' 0 20 40 PAVEMENT MARKING PLAN SCALE 1 "=20' SCALE: A5 SHOWN PROJECT NO.: 2154 DWG. NO.: SHEET: CS-16 coRB NH, rraysMIT Y ro f oPrr. E:P.wvw mr�r nxY CITY OF MIAMI DEPARTMENT OP RESILIENCE t PUBLIC WORKS CONCRETE CURB AND GUTTER R-02 FILL t SOBBINDE ro BE SIOIND AS SNOWS OP AS DIRECTED BB THE ENCINall B. CONCRETE SIDEVIA. SHALL HAVE A PIININIIN THICKNESS OF 6, CITY OF MIIAMI DEPARTMENT OP RESILIENCE k PUBLIC WORK TYPICAL SIDEWALK SECTIONS R-09 PLAN PROFILE pRoF1LE FLARED END STRAIGHT END FOR CUTTER N. cMACO AND FLAT CURVES ARE TO MATCH THE PAVEMENT JOINTS, WITH INTERMEDIATE CITY OF MIAMI DEPARTMENT OA RESILIENCE k PUBLIC WORKS CURB AND GUTTER END TRANSITIONS R 04 ant: SA alias s FLARE. /16011 STRENGTH SECTION A.A CITY OF MIAMI DEPARTMENT OP RESILIENCE R PUBLIC WORKS STANDARD CONCRETE DRIVEWAY DETAILS TV/ CURB & GUTTER (GREATER THAN T-E")BEHIND BACK OF CURB DETAIL R-06 I. (MIN) TYPE SP-9.5 AND I"FC-9.5 ASPHALT CONCRETE COARSE. NOTE - AT 771E 50ONNING AND END OF FRICBON COURSE- 771E EXISBNG PAVEMENT SHALL BE SAW CUT TO AN APPROXIMATE DEP7N OF I" TO MAKE A CLEAN BUTT JOINT. AND REMOVE ENOUGH MATERIAL FORA SMOOTH BE -IN. THE COST SHALL BE INCLUDED IN THE FRICBOV COURSE PAY I7EM. (•) FEATHERING RA770 : 0.3E RESURFACING, TOTAL LENGTH TO BE DE7ERMINED BY I1EL0 CONDITIONS AS DIRFC7ED BY THE ENGINEER. FEATHERING DETAIL AT BEGINNING OR ENDING OF RESURFACING N.TS y" MAX SAIICUT DESIGNED BY DRAWN BY: CHECKED IT.e. REV DATE BY: DESCRIPTION DTE01/27/2023 SEAL: CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS puc) a suRm3 rniV(ws)3. a-rsv CITY 01- MIAMI OFFICE OF CAPITAL IWPROVEMEVTS PROJECT NAME PROJECT No. 26TH STREET DOG RUN PARK B-193522A PAVEMENT AND GRADING DETAILS SCALE: A5 SHOWN PROJECT NO.: 2154 DWG. NW: SHEET: CS-17 ,.. ,° ,a va.E° B'°�.„.., 1 1 I .oy.s,00°.oW. ° „�..,.�.r�„ s°� n� rvA, �,Wx J I, 0000000000 ` ,000000000 C .wa, ��A OP as„E° sl ® 11 aaucrf.,m N.T.s. il n..WE SECT/ON AA' B _, mil` I �.� BEM . �. PLAN uxmx eue nee, L J ��n8� n A .rx ���0���0 ¢I `. z� y. l _-{ z �� *. a I .OV,mwmpAx v,,,P (ELI 00 L li —',"�l �+SECTIONAA I :. NOTES- Nis viimIng H.e,=rb°M ..M,.�...,. NTB __ .aO. o sr x« 'o""",o""..°..�nne,..,°°.""e,""�:,..,,�,"" �° e n�I .. ;,w„'''". ,^ I 1 � �ih +c cv a m .r.,,r an, n.Wrcaw mr •„ .:..ran. o_o_o_o_ ��i 4oL -°...,,r fie, �aTb t usFs 9BCIITY I`` , OF M]AMI DEPARTMENT OF RESILIENCE t PUBLIC WORKS °ETaL SD 02 r"` 1 CITY OPIMIAMI { DEPARTMENT OA RBSILIBNCE h PUBLLC WORKS T 'eTaL •• �ss 9®¢ CIITY OF MIAMI DEPARTMENT OF RESILIENCE &PUBLIC WORKS °ETaL ? CITY OFMIAMIoeraL DEPARTMENT OF RESILIENCE A PUBLIC WORKS STANDARD DRAINAGE INLET FRAMES&GRATES mn. nrmw 1A®' ,MANHOLE ERAAIE&COVER..uprm _' J USE GE F'R.MSE& GRATE 5D-09 q® Pa PRECAST CIRCULAR& SQUARE DRAINAGE STRUCTUREB 5D-OS ...., ormrn TOP SLAB DEPaH, POR SQUARE/ RECTANGULAR DRAINAGE STRUCTURES 5D-06 EARTH.,°° PIPE ENOP as reExEFDNENNNs a PER < J GNATE� N� r,1p LANEFMMIMIMN ,, CIRANWIT NE0 NE �` ,�E�WELPrETER ®_ GASKET E �, N,N� co.,R ARIE — �n x �FEr 10). ��_� , - Il T1:0°,2WITH arm4, PIPE sa ww PIPE i _ 4 l_�Ift�� ��e eNrwN [ rir. _ SEE �/ DRAIpp fi l.e - oEv,cE ' —� Sli /if„; �,`OP 11;PI f,,. c,.EJ POLLUTION RETAROANT E lr .vc re BELovr PIPE FRONT ELEVATION ENVEL Wc�E EtOVE Willi. NOTES uric Ewe NENCD L UPNac SECTION en; " 6 ' ' "" 60 SIDE ELEVATION ''''THErCLEXIIOUT PORT FOR THE TYPE II SKIMPIER SR. RE GASFETED, ' WITH EITHER A THREADED SCREW -IN LID OR A UD SECURED BY FOUR STAINLESS STEEL OUICKAELEASE IATCHES. 2. THE BACKS OF SKIMMERS MUST CONFORM TO THE SHAPE OF THE MUIR WALLS ON WHICH THEY ARE MOUNTED. •!1; =4 frlIZI f 11'70Se Xr "VOADTEgrA=Z2LCL=I1Vg.FTH IONS IP, BELOW EXISTING GROUND ELEVATI., rErt roo COARSE AGREGATE HAS BEEN PLACED ro or, PROPER ...mos, 1r SHALL BF CARERILLY WASHED DOWN CLEAN WATER IN ORDER TO ALLOW INITIAL SETTLEMENT TIMIT NAY OCCUR. IF IT DOES TARE PLACE, ADDITIONAL N0.4 COARSE AGRECATE WILL BE ADDEO TO RESTORE EDE PROPER ELEVATION, SO }MT THE EXFILTRATION FRENCH HE COMPIAT. IN ACCORDANCE WITH TR. DETAITE A PIPE rovoor SHOULD BE AT OR ABOVE TIN WATER TABLE WHENEVER POSSIBLE. 4. THE CITY, PREFERRED PAPI MATERIAL IS 11P-PP/HOPE HO WATER nor, ARID, RCP PIPE W/ CASRETED moors NAT ALSO BE ACCEPTED. s. HIED' MUST BE z BELOW LOWEST INVERT WI BOTTOMOF LOWEST FAD. WHICIMVEN IS LOwesr. Mrs xr.e xrs CITY OF MIIAMI DEPARTMENT OF RESILIENCE PUBLIC WORKS DETAIL CITY OF MIAMI DEPARTMENT OF RESILIENCE & PUBLIC WORKS OET"` - CITY OF MIAMI DEPARTMENT OP RESILIENCE & PUBLIC WORKS ,ET+O & TYPICAL EXOLTRATTON TRENCH PROFILE SO TO TYPICAL EKFILTRA010NTRENCH CROSS SECTION 5D-0] �� TYPEIISEAIMER 5D-19 WOO °9,zvrs L-J FOR FFENCH.DRAIN OUTLETS DESIGNED SEAL % oak CITY OF MIAMI Ej OFFICE OF CAPITAL IMPROVEMENTS ♦ u RN w FLOOR .�. ll65l %a 1213 r..Om) � e ,au CITY OFMLAb11 OFFICE OF CAPITAL IMPROVEMENTS DRAINAGE DETAILS SCALE: AS SHOWN " mr,u,nn.,ercvew eu.Loc,".- DRAWN v n PROJECT No.: 2,51 PROJECT NAME PROJECT No. CHECKS o ev. 26TH STREET DOG RUA'PARK INTIRSECTIORWIPRODEVENTS 511 21,11.404ASE L6111S1. B-193522A DWG. No.: SHEET: SS-18 'E01/27/2021 REV DATE BY: DESCRIPTION LOT 21. BLOCK 31 SILVER BLUFF ESTATES SECTION '"8" (10-68) EXIST. 15.0 SIDEWALK �c EXIST. GRASS EXIST. GRASS EXIST. 1.-.0' SIDEWALK LOT 3. BLOCK 34 SILVER BLUFF ESTATES SECTION 'B" (10-68) LOT 20. BLOCK 31 SILVER BLUFF ESTATES SECTION '6 (10-68) S.W. 26th ST. Ep' IRO 30 RREON PROP�6a5i-( SWK PROP. 6.5 DEWALK 20' ALLEY LOT 19, BLOCK 31 SILVER BLUFF ESTATES SECTION '6` (10-68) I yyy �20' ALLEY / I I I LOt 21gL8FFBE�OP 51 I \ SIN C \ I & OF coNST. OF S.W. 26TH ST. EXIST. PS-9 TO REMAIN TRACT A NAPOLI PROPERTIES (65-45) 37.5' 37.5. 32.D' Ir�i II����r1 q3. 0 36,63 S.W. 25th TER. - -- E-ONE Heavy Non Walk -In Rescue Custom Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock -to -lock time Max Wheel Angle 36.083ft 8.333ft 10.000ft 1.393ft 8.333ft 6.00s 45.00" 0 20 40 SCALE I "=20' DESIGNED 13, DRAWN BY; CHECKED By. REV DATE RV DESCRIPTION 'EO1/27/2023 SEAL: CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS 991 1 FLOOR (3uc) a 5-1 13 rni�(ws)3. a-rsv CITY 01- ML4M1 OFFICE OF CAPITAL IIIPROVEMEVTS PROJECT NAME PROJECT No. 26TH STREET DOG RUN PARK B-193522A EXHIBIT TRUCK ACCESS SCALE: A5 SHOWN PROJECT NO.: 2154 DWG. NW: SHEET: CS-19 �k, ,S 1 x 1 \x 0 �°/ �x�x* — — — — NOTE: i- PROVIDE ACCESS TO PS-9 24/7 DURING CONSTRUCTION 1 1—X xxx 1 VEI: 36 PIPE TO REMAIN /;";' CME 6® --- _ EXIST. CATCH BAN ,s ' {� r A TO BE PLACED PROP. CHAIN •LINK FENCE.SEE DETAIL ON SHEET CS-27 p 1 1 T EMERGENCY -- —e'a6=,. A r •ROP. STEEL XIS S S11. — _ 1 11111111 ------ _ _ _ _ _ _ _ ; PO PUMP OUT ST (IYr L ---- L EXIST. 32.5x27' CO — — T �. W.66 `" O^"� 1DRYWELL l ---EXIST. 67 ' 1 CHAIN LINK EXIST. I TWELL 1L FENCE, ,.r /TCCES °TIATCH --i —. I PROP. 27 LF .. `0 �(I) OF 1r / (\J— \ SEE DETAIL . N SHEET \ " = i' It l E'�I'ST EXIT. ORYIYELL 1 PS-9 TO,' ACCESS HATC 1 T1n '® ^'P REMAIN XIST. ORYWELL 1 ` I ' EOUIPMENZ*ACCESS"SHEET,SHE .,�� .°, I C41,s• — — °^n 4 .E-- PROP. STEEL POST IYP 1 ( PROP. CHAIN LINK FENCE, DETAIL ON SHEET CS-21—_ PROP. PROP. 15" CANTILEVER, SLIDE GATE "'S m I PROP. 75" // HOPE SOLI 1 SLIDE GATE, ^' PIPE ® SEE DETAIL 0.15$ 1 ON SHEET, 1 CS-20 o � i"X157. 24"F.M. 'n _ _ 0 --. 7. Jima .010,. . - ._\ ,--- FED FIA 3°° � — ® —� x EMERGENCY PUMP OUZ , ®- \ / 7.52 �x`x /Y s..s /I\ / 5 �A A 11 111 1 ® L — — �-:• //vv ®� /C\ /yam`' \\\ e V \ k TT / \\ & W OF H sr. 9 xxx xxx OF S.W. 26TH ST — A� \V n� �� EXIST. / / L v.T \\ \ '', 2 \(CLOSED / / / ®\\ L\p� \\ - 6� \\/ •x .1// l./ EXIST. I' c \ __ _L_bNC. & B OF CONST. OF ����/ CO ? �r S.W. 267H IANE ---- E55E� %' ' i�f \ _�_',- •— °—'— •� �' 15T, ONT. /o _ i ——' •^�-� 24" F.M. VALVE) 48" PRESTRESSED F.M. (ABANDONED) CRgs".\"�., •� �� •� 0 10 1 20 . 1 / / / / �L SCALE 1"=70' DESIGNS SEAL: = y + CITY OF M I A M I Ej OFFICE OF CAPITAL IMPROVEMENTS �, w FLOOR ' 9M ".�.`. 13D51 %a 1213 rm pos) 4 s 1253 CITY OF MLUMI OFFICE OF CAPITAL IMPROVEMENTS NEW FENCE AND DRIVEWAY FOR EXIST. MD—WASD PS-9 SCALE: "5 SHOWN �.°` mr,u.nn.,e.c vew eu.cor=u DRAWN vA PROJECT NO.: ztsti PROJECT NAME PROJECT No. CHECKED NV: 26TH STREET DOG RUB' PARK 511 , .a N k Slt /b,usR. B-193522A DWG NO.: STEEL CS-20 ATEO1/27/2023 REV DATE BY: DESCRIPTION POST GP A GA.. 9' TENSION BANDS, 4 PER BAR EO SPACED <15" TOP RAIL h BRACE: L V NOMINAL a GALVANIZED STEEL FIFE SCHEDULE AO Re H" TENS CONC. BASE CROWNED ROVE GROUND AT OP) NO P057 CHAIN LINK FABRIC No. 9 GAGE 2" MESH. TWISTED AND ENFOLD TOP AND BOTTOM 2 Y,' NOM. 0 ALMNIZED STEEL PIPE S5CHEDULE AO .0 JCONCRETE n FOOTE , U MINER CHAIN LINK FABRIC No. 9 GAGE 2" M SH. TMSSI D AND EARDEB TOr O BOTTOM CHAIN —LINK FENCE NOTES: NOMINAL GALVANIZED STEEL PPE SCH. AO 6' HIGH CHAIN LINK FENCE SCALE 1/2"—I'-0" 2 Ye' NOM. 0 GALVANIZED STEEL FIFE SCHEDULE AO 5. 0 80078 OOTE GA. . 0' TENSION BANDS. 1 PER BAR EOIM SPACED <15" CONC. BASE CROWNED 1" ABOVE GROUND AT ALL POSTS S 7/ON A -A SALE 1/2.=1'-0' 34," NOMINAL 0 GALVNIZED STEEL PIPE SCHEDULE AO 0 CONCRETE FOOTER 1. ALL TUBULAR MEMBERS SHALL COMPLY WITH "ASTM STANDARD A53-908, PIPE, STEEL, BLACK AND HOT —DIPPED, ZINC COATED WELDED AND SEAMLESS" AND SHALL BE PLAIN —END STEEL PIPE WITH ZINC COATING APPLIED INSIDE AND OUT BY THE HOT —DIP PROCESS. ZINC COATING SHALL NOT BE LESS THAN 1.8 OUNCES PER SQUARE FOOT OF PIPE AREA. 2. CHAIN —LINK FENCE FABRIC SHALL MEET THE REQUIREMENTS OF ASTM STANDARD A392, ZINC —COATED STEEL CHAIN LINK FENCE FABRIC" ZINC COATING OF FABRIC SHALL BE NOT LESS THAN 2 OUNCES PER SQUARE FOOT OF WIRE SURFACE (CLASS 2 COATING). FABRIC SHALL BE ONE—PIECE FABRIC WITH 2—INCH BY 2—INCH MESH OF No. 9 GAUGE WIRE. 3. WHERE PERMITTED BY BUILDING AND ZONING CODES, THE FENCE SHALL HAVE SIX STRANDS OF BARBED WIRE MOUNTED ON 'V" ARM POST TOP EXTENSIONS. BARBED WIRE SHALL MEET THE REQUIREMENTS OF ASTM STANDARD A121, LATEST EDITION, FOR WIRE GAGE No. 1$2 (2 STRANDS, WITH A MINIMUM ZINC COATING OF 0.5 OUNCE PER SQUARE FOOT OF WIRE SURFACE (CLASS 2 COATING). THE INDIVIDUAL BARB SHALL BE FOUR POINTS, TWISTED AROUND BOTH WIRES, WITH THE BARBS SPACED NO MORE TAN 5 INCHES APART. 4. THE CONTRACTOR SHALL INSTALL ALL THE HARDWARE NECESSARY FOR A COMPLETE AND WORKING INSTALLATION, AND SHALL INCLUDE BUT NOT LIMITED TO. BRACE BANDS, BRACE BARS, POSTS CAPS, HINGES, CLAMPS, TURNBUCKLES, NUTS AND BOLTS. ALL REMAINING ACCESSORIES SHALL BE ZINC COATED IN ACCORDANCE WITH ASTM STANDARD A-153, ZINC COATING (HOT DIP) ON IRON AND STEEL HARDWARE". 5. THE REVIEW BY THE ENGINEER OF DRAWINGS, DATA AND SAMPLES SUBMITTED BY THE CONTRACTOR WILL COVER ONLY GENERAL CONFORMITY TO THE DRAWING AND SPECIFICATIONS. THE ENGINEER'S REVIEW WILL NOT CONSTITUTE AN APPROVAL OF DIMENSIONS, QUANTITIES, AND DETAILS OF THE MATERIAL, EQUIPMENT, DEVICE, OR ITEM SHOWN. THE REVIEW OF DRAWINGS AND SCHEDULES WILL BE GENERAL, AND SHALL NOT BE CONSTRUED. - A) AS PERMITTING ANY DEPARTURE FROM THE CONTRACT REQUIREMENTS. B) AS RELIEVING THE CONTRACTOR OF RESPONSIBILITY FOR ANY ERRORS, INCLUDING DETAILS, DIMENSIONS, AND MATERIALS. C) AS APPROVING DEPARTURES FROM DETAILS FURNISHED BY THE ENGINEER, EXCEPT AS OTHERWISE PROVIDED HEREIN. 6. APPROVAL OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR DETAILS OF DESIGN, CORRECT DIMENSIONS FOR PROPER FITTING, CAPACITY, PERFORMANCE, CONSTRUCTION, OR ANY OTHER REQUIREMENT OF THE CONTRACT. 7. SHOP DRAWINGS SHALL BE DATED AND SIGNED BY THE CONTRACTOR AND BY THE SUPPLIER BEFORE SUBMITTING TO THE ENGINEER. NON COMPLIANCE WILL CAUSE REJECTION WITHOUT REVIEWING. 8. FIVE COPIES OF SHOP DRAWINGS ARE REQUIRED FOR WASD FILES IN ADDITION TO THE AMOUNT OF COPIES REQUIRED BY THE CONTRACTOR. NON COMPLIANCE WILL CAUSE REJECTION WITHOUT REVIEWING. 9. ALL THE REQUIRED UNDERGROUND STRUCTURES FOR SUPPORT THE FENCE AND GATES MUST BE PLACED INSIDE THE PROPERTY. 70. SEE ELECTRICAL PLANS FOR CHAIN LINK FENCE AND GATE GROUNDING SYSTEM. 71. SEE SHEET E-4 FOR ELECTRICAL CONTROL PANEL SLAB & ELEVATION DETAILS. ol"� m Wde r s mos N rrp r Om e oN am xrw CANTILEVER SLIDE GATE DETAIL N.7 S Anplhoralg -Bolt (Sharp Gashed) 6" Sidewalk with Thickened Edge SI0Oe 10 Max. (away from drop-ofi) Vasas yof rsail)Vlred /or 5tebilrtingl TYPICAL SECTION ON CONCRETE SIDEWALK N.T S B" StarMard, VI $"B 200701 s (TY0.) . Tat R'R.Base Plate BASE PLATE DETAIL BASE PLATE DETAIL N.7 S Po DESIGNED BY: DRAWN BY: CHECKED BD: REV DATE BY: DESCRIPTION 'E01/27/2023 SEAL: CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS 991 (3us) A 4-904 rAa(ws)}nu-lass CLTY 01- MIAMI OFFICE OF CAPITAL 1,I1PROVEMEVTS PROJECT NAME PROJECT No. 26TH STREET DOG RUN PARK B-193522A FENCE DETAIL SCALE: A5 SHOWN PROJECT NO.: 2154 DWG. NW: SHEET: CS-21 ZONING LEGEND: ZONE CS SITE ADDRESS: 2201 SW 26TH STREET MIAMI FL33133 REQUIRED PROPOSED SILVER BLUFF LOT AREA 5,000 SF MIN. 8,356 52 SF LOT WIDTH 50' MIA 75' LOT COVERAGE 80%NIAX N/A GREEN SPACE 2596LOT AREA MIN. 79.4�6AICIh LEGAL DESCRIPTION: OTI2 AND THE EAST 1/2 OF LOT 11,13 VER BLUFF ESTATES SECTION "A", ACCORDING TO THE MAP O PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 59, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. Folio: 01 Al 15-0 06-1240 BUILDING SETBACK 201. Mn. b FI� sie OUTBUILDINGSETBACK(T3LONL1) 101.min. 511. min. 20%Ld N5tl111131 min. 20 ft min. a. Principal front 20 ft min. b, Secondary Font 10ft min. c.5itle 511 min. 511.min. PERMACAST WALL 10.-0" FROM FRONTAGE LINE- WALL HEIGHT TO RISE FROM 450" (CLOSEST TO ROAD) TO 6'-0" (AWAY FROM ROAD) CLIMBING BOULDER TYPE-2, TYP. LIGHT POLE, TYP. CLIMBING BOULDER, TYP---t1/D, HAM MIE'S TUNNEL HOUSE BENCH, TYP. DOG FIRE HYDRANT De KING e. NTAIN WITH PEa WL BIKE RACK, TYP. ART INSTALLATION 4' CHAIN LINK FENCE, TYP. 4' CHAIN LINK FENCE GATE, EXISTING SERVICES, TYP. MN:: DRAIN, TYP. SEE CIVIL E W E'S BOULDER BRIDGE WASTE RECEPTACLE, TYP. PET WASTE STATION FENCE TO BE 2'-0" FROM BACK OF SIDEWALK EXISTING SIDEWALK TO REMAIN CONCRETE WALK CONCRETE SIDEWALK PARK SIGN WALL STREET LIGHT, TYP. SEE CIVIL SW 22nd AVENUE FULL SCALE (ARCH D(:1,1959" O 0 5 10 20 40 7 6 4 2 AECOM PROJECT MIAMI MINI PARK CLEAT CITY OF MIAMI CONSULTANT AECOM AEC. TECHNICAL SERNCES, INC SURVEY ELEM.. ASSOCIATES, INC IRRIGATION PROFESSIONAL REGISTRATION PROJECT HAMER MEET ATTE HARDSCAPE PLAN EET AMER L-01 DET°L°iP.) O EDGE OF PAVEMENT MP, i111116111111111"! rTh CONCRETE SIDEWALK LAYOUT OPPOSITE SIDE I = d_ IIIIII=IIIIII—III-I FRONT VIEW PIPE SOD OR P,NTING ME IIIIIIIIII IIIIIIIIIIIIIIIIIIII'F 3,000 PSI MIN CONCRETE SLOPE TO CM, S=SNO=NAENE=CAVATED AM COMPACTED PER EXISTING SOIL 2 CONCRETE SIDEWALK SECTION SCALE: N.T.S. 3 THIS DRAWING IS INTE,E8 FOR PLANNING =POSES ON, =RAC= MLL WEIT=NENRE=EDNIXENAMM AREA TOAVOIC CONFLICTS FINISH GRACE w CAP Toa PwKKToe�NowfT`"PwNaNG„aE„99' a N-Asia. MIS CII=III=III=� _ .' AIftealIs 11 DRINKING FOUNTAIN W/ BOTTLE FILLER + DOG BOWL SCALE: N.T.S. SCALE: N.T.S o Ex PANS ION 10INT VE pi PLANE 1 CONCRETE PAVING TYPICAL JOINT DETAILS BENCH INTERMEDIATE MLNS 0)01" o`NMCRaOSB/E PROVIDED BY OTHERS CONCRETE BASE SOIL SUBGRADE =II EXISTING SOIL SCALE: N.T.S. 91'4'9194R TO HON RATIO OF MASTIC LEGEND 1 CONCRETE PAVING \ 3 PRE... EXPANSIONIOINT FILLER PER CIVIL REDS 4 MASTIC SEA= PER CIVIL REDS 6 FOAM BACKER MC PER CIVIL REDS CONCRETED., [EWA, OR MCPWORK 8 CURE OR WALL FACEWHERE EDGE CONDITION EXISTS PEaa TnEo F91'BR9 PPETTa. UR SCALE: N.T.S. LIM AND TURN LID TO EMPTY LOCK VERTICAL STRAP BASKET INSERT SURFACE MOUNT W/ NON -CORROSIVE ANCHORING HARDWAREP,EsMOUNTING HOLES CONCRETE BASE SOIL SUBGRADE EXISTING SOIL / " 1 WASTE RECEPTACLE SCALE: N.T.S. 6 4 2 AECOM PROJECT MIAMI MINI PARK CITY OF MIAMI CONSULTANT AECOM =MA TECHNICAL =NOES, INC SURVEY IRRIGATION 22101-10118,24 EOM PROFESSIONAL REGISTRATION SUEREVISION PROJECT NUMER MEET TTLE HARDSCAPE DETAILS L-02 IIIICLUDES -ALUMINUM DOGIPOT P ET SIGN, WITH MOUNTING HARDWARE -ALLTIvIHII=OTAIRLEIL=PAG DISPENSER (ITEM 111.2-2), -TWO K PS FOR DISPENSER LOCKING FRONT ACCESS PANEL -TWO ROLLS OF DOGIPOT LIWER PICK UP BAGS (ITEM 111002), INSTALLED IN DOGIPOTWNIOR BAG DISPENSER l',;,,I,,1-1,-,;-FT'cluEr,",'IuN've'ETDRITARNEFPRTA`s'ItaNs',#,2'R'E'T`117),,ER (A) BANDS,WITH MOUNTING HARDWARE -ONE DOGIPOT LINER TRASH BAGS (ITEM 111000) -2'' x x GALVANIZED STEEL TELESCOPIC MOUNT,. POST, WITH INSTALLATION HARDWARE (P)11001POII PETSION OIrE1.1203 1204) -10 GAUGE REFLECTIVE ALUMINUM -WEIGHT: 1.35 MS -FOREST GREEN ON WHITE (0) MO POT AMMO. DISPENSER (IT E1.1002-2): -1 2 GAUGE POWDER COATED FOREST GREEN ALUMINUM -WEIGHT 7 LPS -OW BAG CAPACITY -TWO DIAMOND BAG DISPENSER SLOTS -FRONT LOCKING ACCESS PANEL -CLEARLY POSTED INSTRUCTIONS (L) TRASH RECEPTACLE NM LID (RBA 01)0MA) -11 GAUGE POWDER COATED FOREST GREEN ALUMINUM -WEIGHT 9 LPS -10 GALLON CAPACITY WITH INTERIOR TRASH LINER BAG RETAINER BANDS -AWACHED ALUMINUM HINGED LID -ONE BOX 50 COUNT DOGE OT LINER TRASH BAGS (ITEM. 000) (0) TELESCOPIC OPLIMIZED STEEL KIM= POST (RE1.1301-P) -11 GAUGE GALVANIZED STEEL -WEIGHT: 15 LBS. (E) MAXIMO PREP -REFER TO PWNTING PWNS (f)110LE: -FILL WITH 00 LPS 'READY TO USE'' CEMENT L.• E EVAT ON 1 INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER S SPECIFICATIONS 2 DO NOT SCALE DRAWING 3 THIS DRAWING IS INTENDED FOR PLANNING PURPOSES ONLY CONTRACTOR TOS UBMIT S H OP DRAWING FOR REVIEW AND APPROVAL BY OWNER OR OWNER'S REP AS APPLICABLE, PRIOR TO INSTALLATION ,AIL_NoFvOEFIX,MBATLOCROoNDELLA=HNEBEIANc=SEFDUBEBEENT,Wr11,THEF:HrkOLDREAVELOPMENT BUT MWT BE REVIEWED AND riTh. PET WASTE RECEPTACLE it 111=11 1—I (71-Th. CHAIN LINK FENCE CONCRETE BASE SOIL SUBBRADE EXISTING SOIL 1114111111111111 Flpffilllffilllffillffillffillttp,111,1#11eff (7.- BIKE RACK SCALE: N.T.S. 111=111111111111=111=111111111 —111111111111111111111111.1 11111111111111111111111Th 11111111111111111111Th 11111111111111111=11- 111111E111111111_=1' 11111111111111Th. 111=111=111=111Th 11111Thl 1 111,• 111111E111: 11111111_= 111111_=1 1= 1- SCALE: N.T.S. UNE POST EYE TOP TOP -RAIL BRACE END POST CAP TEMION BAR 11111111111_11111111111 Th111111111 111111111111111111 ° ' 11=111=111= =11111111111111111 . 11111111: 111111111111111111 — --L'Th=111111111: 111111111111111111 ° —1 1 1=1111111F111 ,=,111111=11111 11111=11 Th111=111=111— Th1111111 11111111 11=111=1' 1=111=111= =111=1Th IIIIIII 11111_=' Th=1_11=11.1=111=11,1' WIRE TIES, WP C NCRETE FOOTING 11,`1,1 =111Thll 1Thl 11=111=111Th\ 1_111 E111111E111E111= 11111 El 11=111=111=111= ,1111111= 11111 1111ThIllThl b 1111Th E1111111,1111 '11111E111ThIllE E111111 11-111 '1111111-1 Th1=111= 1Thl 111111111111111 1111111111:. • 111=111=111-111-111_ Th -L=L 1111 111=111=111=111=1 , 1 11=111 11111111111111E 1=111= 111=111=111=111=1 11111 11=111=111=111=111'. 1111_= 1111111111111 1111 11ThIllThIllThIllThIlli IThIll: 111E111111E111E1 111E 11111111111111: 1111 111111-111-111-1 . 111_= 1 -,r; „ 1111111111111111 ° 111 —1 '' 1111111111111 ' —111_= 1E111 1111111111111M111;111M111111±1 _HI _ 11=111=11 Th- CHAIN LINK FENCE GATE SCALE: V' =10 NOTE ALL BE INSTALLED ZprgOoTpEY0 EVCFVUSCLEEFGA;9.Z.CLAATE,B1. 2A1 B %NA:OF= WELD TENSION BAR, TV. 'r,',E"FAP,BDR"1".'cAAFEor CONCRETE FOOT NG PER MANUF SPECIFICATIONS SCALE: N.T.S. 6 4 2 AECOM MIAMI MINI PARK 2201 SW 261h Steel CITY OF MIAMI 305 N161300,1 CONSULTANT SURVEY F R WENT. ASSOCIATES, INC IRRIGATION KENNETH DINONATO, INC 2210 HollyNoTT Blvd V797=°2° PROFESSIONAL REGISTRATION ISSUEREVISION PROJECT RUMER BOBB1283 SHEET -nil, HARDSCAPE DETAI LS SHEET RUMER L-03 OOLITIC LIMESTONE WALLAND COLUMN LOCATED IN SURROUNDNG NEIGHBORHOOD DESIGN INSPIRATION FOR PARK SIGN WALL ft NOTES: SIGN WALL CAP ENLARGEMENT DETAIL RE:#4/HD-505 fl STONE PATTERN AT CORNERS 1 SHALL WRAP AROUNDTO CREATE APPEARANCE OF FULL STONES ITP.) FINISH GRADE OOLITIC LI MESTONE TEXTURE ROUGH TEXTURED OOLITIC LIMESTONE, SIZE AND RELIEF OF STONES AND WIDTH AND DEPTH OF SEAMS VARIES 6" HT. PARK NAME LETTERS, FLAT CUT ALUMINUM W/ PAINTED FINISH, FONT:TIMES NEW ROMAN BOLD; MATTHEWS PAINT (OR APPROVED EQUAL); LOW VOC ANT) -GRAFFITI SATIN FINISH; COLOR: MP41254 TOUCH O BRONZE METALLIC OR SIMILAR FABRICATED ALUMINUM PARK SIGN PANEL W/ REMOVABLE FACE PAINTED FINISH, MATTH EWS PAINT (OR APPROVED EQUAL) LOW VOC, ANTI -GRAFFITI SATIN FINISH COLOR: MP46805 ANCHOR BRONZE METALLIC OR SIMILAR Lk 11117 fliirMr. % DOG R i� , PARK !�: ��� FINISH GRADE SIGN WALL CAP ENLARGEMENT DETAIL RE: 44/HD-505 159 NOT S: 1) FINAL SIGN TEXT AND DIMENSIONS TO BE VERIFIED MI OWNER OR OWNER'S REP., ASAPPLICABLE, UPON SELECTION OF PARK NAME. PARK SIGN WALL FRONT ELEVATION SCALE: NTS ROUGH TEXTURED OOLITIC LIMESTONE, SIZE AND RELIEF OF STONES AND WIDTH AND DEPTH OF SEAMS VARIES FABRICATED ALUMINUM PARK SIGN PANEL W/ REMOVABLE FACE; PAINTED FINISH, MATTHE WS PAINT (OR APPROVED EQUAL); LOW VOC, ANTI -GRAFFITI SATIN FINISH COLOR: M P46805 ANCHOR BRONZE METALLIC. SIMILAR 6" HT. PARK NAME LETTERS, FLAT CUT ALUMINUM W/ PAINTED FINISH, WNT:TIMES NEW ROMAN BOLD; MATTHEWS PAINT (OR APPROVED EQUAL); LOW VOC ANTI -GRAFFITI SATIN FINISH; COLOR: MP41254 TOUCH O BRONZE METALLIC. SIMILAR 9 1) FINAL SIGN TEXT AND DIMENSIONS TO BE VERIFIED MI 2) CONTRACTOR TO SUBMIT SEPARATE PERMIT APPLICATION FOR SIGN. O WNER OR OWNER'S REP., AS APPLICABLE, UPON SELECTION SIGNAGE WILL BE SUBMITTED FOR REVIEW VIA A WARRANT O F PARK NAME. PARK SIGN WALL REAR ELEVATION SCALE: a' =1.-0" Panels May be Stacked for Greater Heights 20'-0" STONE PATTERN AT CORNERS SHALL WRAP AROUND TO CREATE APPEARANCE OF FULL STONES MVP.) 2. CONTRACTOR TO SUBMIT SEPARATE PERMITAPPLICATION FOR SIGN. SIGNAGE WILL BE SUBMITTED FOR REVIEW VIA WARRANT 20.-0" OSMETIC BAND PRECAST COLUMNS PER CONTRACT TYPICAL PERMACAST 2.0 WALL ELEVATION SCALE: a' = 1-0 COLUMN SPACING MAY VARY DEPENDING UPON EXISTING CONDITIONS AND DIRECTION BY & ENGINEER FOR SHOP DRAWINGS SIZE & DEPTH OF FOOTER TO BE DETERMINED BY CONTRACTORS STRUCTURAL ENGINEER. SCALE: NTS 6 4 2 AECOM PROJECT MIAMI MINI PARK 2201 SW 2611) Steel CLEAT CITY OF MIAMI CONSULTANT AECOM PECOM TECHNICAL SER., INC SURVEY IRRIGATION PROFESSIONAL REGISTRATION SUEREVISION PROJECT NUMER MEET -ATTE HARDSCAPE DETAILS L-04 SIGN WALL CAP ENLARGEMENT DETAIL RE: #3/L-05� 8" S.S. DOWEL MORTARED IN PLACE, 2 PER CAP j" DEPTH MIN. MORTAR SETTING BED (TYP.) (4)#5 BARS (EACH CELL) ART INSTALLATION COLUMN 6"TYP 2' 8 SIGN WALL CAP ENLARGEMENT DETAIL 8" S.S. D0WEL MORTARED IN PLACE, 2 PER CAP 2"x8"x16" NOM. SMOOTH CMU BLOCK CAP z' DEPTH MIN. MORTAR SETTING BED (TYP.) #5BARS @48"O.C. ROUGH TEXTURED OOLITIC LIMESTONE (TYP.) 8"x8"x16" NOM. SMOOTH CM U BLOCK WALL ROUGH TEXTURED OOLITIC LIMESTONE (TYP.) SMOOTH CMU BLOCK WALL FILL BLOCKS W/ GROUT (TYP.) SEE ART COLUMN DETAIL RE: #2/L-05 a" THICK MORTAR JOINT, FULL (TYP.) 3,000 PSI CONCRETE FOUNDATION FINISH GRADE 3-#5 BARS E.W ROUGH TEXTURE OOLITIC LIMESTONE VENEER SMOOTH CEMENT PANEL 20"x30" COMPACTED AGGREGATE SU&BASE, PER STRUCT. NOTES EXISTING SOIL FILL REINFORCED CELLS OF CMU BLOCKS W/ GROUT (TYP.) THICK MO RTARJOINT, FULL(TYP.) 3,000 PSI CONCRETE FOUNDATION FINISH GRADE H lilill= SIGN WALL COLUMN SECTION #S BARS @ 16" O.C. 3-#5 BARS LONGITUDINAL COM PACTED AGGREGATE SUB -BASE, PER STRUCT. NOTES EXISTING SOIL SCALE: a =1'-0" ART INSTALLATION COLUMN GRAPHIC DEPICTION 2' 4" SCALE: NTS ENLARGEMENT PLAN / 1 SIGN WALL SECTION 1" MIN. AIR GAP, TOP AND BOTTOM FACE OF OOLITIC LIMESTONE FINISH BEYOND SIGN PANEL FRAME STUD MOUNTED TO WALL W/ THREADED ALUM. STANDOFF HARDWARE (TYP.) 2" DEPTH FABRICATED ALUMINUM SIGN PANEL W/ REMOVABLE FACE FOR SERVICE ACCESS z' DEPTH MIN. SMOOTH STUCCO FINISH, COLOR TO MATCH SIGN PANEL DEPTH LETTERS, STUD MOUNTED TO SIGN PANEL FOR SERVICE ACCESS WHEN PANEL FACE IS REMOVED DEPTH MIN. MORTAR SETTING BED (TYP.) 2"x8"x16" NOM. SMOOTH CM U BLOCK CAP ROUGH TEXTURED OOLITIC LIMESTONE (TYP.) SEE ENLARGEMENT PLAN 2" DEPTH FABRICATED ALUMINUM SIGN PANEL W / REMOVABLE FACE FOR SERVICE ACCESS z' DEPTH LETTERS, SHADOW FREEAT NTING TO SIGN PANEL PER MANUF SPECS. 8" x 8" x 16" NOM. SMOOTH CMU BLOCK WALLM FILL REINFORCED CELLS OF CMU BLOCKS W/ GROUT (TYP.) FINISH GRADE CI S BARS @16"@C. 3-#5 BARS LONGITUDINAL COMPACTED AGG REGATE SUB -BASE, PER STRUCT. NOTES EXISTING SOIL SCALE: a"=T,-0" SCALE: NTS \2. TYP SIGN WALL CAP ENLARGEMENT DETAIL N WALL COLUMN (BEYOND) SLOPE TO DRAT N TOWARDS REAR OF SIGN STONE PATTERN SHALL WRAP AROUND CORNERS TO CREATE APPEARANCE OF FULL STONES (TYP.) ROUGH TEXTURED OOLITIC LIMESTONE, SIZE AND RELIEF OF STONES AND WIDTH AND DEPTH OF SEAMS VARIES FINISH GRADE SIGN WALL SIDE ELEVATION SCALE: a" = PRECAST WHITE CONCRETE CAP W/ DOMED TOP g" CONCAVE MORTAR JOINT, COLOR TO MATCH CAP 4-"H xaW REVEAL ()YP. ALL SIDES) ROUGH TEXTURED OOLITIC LIMESTONE SCALE: 1' —1'-0" SIGN WALL CAP ENLARGEMENT DETAIL RE: #3/L-05 \ STONE PATTERN SHALL WRAP AROUND CORNERS TO CREATE APPEARANCE OF FULL STONES ()MP.) ROUGH TEXTURED OOLITIC LIMESTONE, SIZE AND RELIEF OF STONES AND WIDTH AND DEPTH OF SEAMS VARIES FINISH GRADE J1'A"4 SIGN WALL COLUMN SIDE ELEVATION SCALE: a" = 7 6 4 2 AECOM PROJECT MIAMI MINI PARK 2201 SA/ 261h Steel CLEAT CITY OF MIAMI CONSULTANT AECOM AEC. TECHNICAL SERNCES, INC SURVEY ELEM.. ASSOCIATES, INC IRRIGATION PROFESSIONAL REGISTRATION PROJECT NUMER MEET -ATTE HARDSCAPE DETAILS OS * GYMS FOR DOGSTM Natural Dog Park Products DL-NCBLRGGRC NATURAL TAN BROWN PRODUCT DIMENSIONS: DIMENSIONS (Lxw xM: co" X37° xm" SHIPPING(I_ WXFp as"xaa"xaa" MOUNT TYPE SURFACE MOUNT THE MOLDS FOR OUR CLIMBING BOULDERS ARE SHAPED FROM BOULDERS AND ARE MOLD FIRST, AND BACKED BY A HIGH GLASS CONTENT POLYESTEyRsTIN fr.1-LZjEAXIBB:GBLASSINNGTHEM TOGETHER SATRRE'TNHSEN FILLED FROM THnUTTHSEIDSEE:= TEXTURED TO FORM A SEAMLESS OUTER SURFACE 1 YEARWARRANTY MANUFACTURERS FREE OF MATERIALS OR WORKMANSHIP DEFECTS NOTES 1 INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS 2 DO NOT SCALE DRAWING 2 TFHIS DRAWING IS INTENDED FOR USE BY ARCHITE,CATA%,,,,TIBNEE=,DCF00NRinTstZcZNNSULTANTS AND DESIGN PROFESSIONALS 4 AL171=IrC;0°NSTEA?NrDPH(ERTIII=jPS,RENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY REFERENCE NUMBER 5017-040 CLIMBING BOULDERS - LUXURY HEAVY GYMS FOR DOGS. 3815 RIVER CROSSING PKWY SUITE 10D INDIANAPOLIS, IN 46240 PHONEN00)9311562 EMAIL sales©GyrsFOrpogscom www.GymsFOroogscom PLAN VIEW FRONT ELEVATION * GYMS FOR DOGS" Natural Dog Park Products COLORS -NATURAL TAN BROWN PRODUCT DIM ENSIONS ',NI ro3e' x,a'xzo' SHIPPING DIMENSIONS -SHIPPING(Lxw XM: as"xaa°XV'' -MOUNT TYPE SURFACE MOUNT MATERIAL -THE MOLDS FOR OUR CLIMBING BOULDERS ARE SHAPED FROM BOULDERS AND ARE MADE OF FIBERGLASS A SPECIAL U./ RESISTANT OUTER COATING IS LAID INTO THE MOLD FIRST, AND BACKED STA HIGH GLASS CONTENT POLYESTERRESIN THE PARTS ARE THEN ASSEMBLED BY STANDING THEM INTO PLACE AND FIBERGLASSING THEM TOGETHER FROM THE INSIDE, FORMING A SUPER STRONG ONE-PIECE BOULDER THE SEAMS ARE THEN FILLED FROM THE OUTSIDE AND TEXTURED TO FORM A SEAMLESS OUTER SURFACE NARRANTY 1 YEARFREE OF MANUFACTURERS MATERIALS DEFECTS AND WORIMANSHIP NOTES 1 INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS 2 DO NOT SCALE DRAWING THIS DRAWING IS INZNDEsD0FNOpInIrDARCHITECTS,ENGINE=CFOoNRT=CONSULTANTS AND DESIGN PROFESSIONALS 4 FA°LLR11.70NR=ICP,ITCONSTEAINED HEREINK7CTR=Z TIME OF DEVELOPMENTZ MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE 5 CF;E:=C:crr,:=ELFRop4RI.ODUCT AND COMPANY INFORMATION VISIT kum CADtletails effanfo AND ENTER DL-NCBXLGGRC GYMS FOR DOGS. 3815 RIVER CROSSING PKWY SUITE 100 INDIANAPOLIS, IN 46240 PHONE (WO) 03111562 EMAIL. sales®GymsForoogs com www. GymsForpog1.com FRONT ELEVATION d SELECT DESIRED COLOR. ▪ RED ▪ BLACK BIACKAHD SILVER PRODUCTS DIMENSIONS IS (L DIMENSIONS XH).X.X33" WEIGHT geBJnLVS SHIPPING DIMENSIONS MOUNT TYPE SURFACE MOUNT HARDWARE LAWN INSTALLATION GALVANIZED OR PLASTIC/VINYL .DSCAPE SPIKES CONCRETE INSTALLATION CONCRETE ANCHOR BOLTS WARRANTY rEUsFACTURER DISCRETION FRONT VIEW DL-FH-AG TOP VIEW 1 INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS 2 DO NOT SCALE DRAWING THIS DRAWING IS INTENDED FORUSE BYARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION 4 ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE 5 CONTRACTORS NOTE FOR PRODUCT AND COMPANY INFORMATION VISIT ma CADmails com,Info AND ENTER REFERENCE NUMBERL-02,06 RUN PAPI_HARDSCAPE DETAILS CLIMBING BOULDERS TYPE-2 - LUXURY HEAVY / 3 DOG FIRE HYDRANT it GYMS FOR DOGSTM Natural Dog Park Products DL-LTH2-GRC FRONT ELEVATION SCALE: N.T.S. GYMS FOR DOGS. 3815 RIVER CROSSING PKWY SUITE 110 INDIANAPOLIS, IN 46240 PHONE N00)9311562 EMAIL sales©GyosFmrogscom www. GymsFOrpogs com SIDE ELEVATION PRODUCTS DIMENSIONS -DIMENSIONS (Lxw xM: a°xaa. xaa. -WEIGHT (LBB):450 LH -MOUNT TYPE SURFACE MATERIALS -THE TUNNEL IS MADE OF GLASS FIBERREINFORCED CONCRETE OF GFRC CONCRETE THICKNESS RANGES FROM A MINIMUM OF1" TO A MAXIMUM OF 35" THICK THE ELEMENTS ARE ALL IPERA CERTIFIED AND MEET ASTM A-82/A-185 WARRANTY -ALL ITEMS ARE GUARANTEED TO BE FREE OF DEFECTS IN WORIMANSHIP OR MATERIALS FOR ONE R FIFTEEN YEARLIMITED WARRANTY ON HARDWARE FIVE YEARLIMITED WARRANTY ON GLASS FIBERREINFORCED NCRETEE,,(SFR°, MATERIAL, AAIINST STRUCTURAL FAILURE DUE TO NATURAL DETERIORATION OR MANUFACTURING DEFECTS NOTES 1 INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS 2 DO NOT SCALE DRAWING THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FORPLANNING PURPOSES ONLY THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION 4 ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE 5 CONTRACTORS NOTE FORPRODUCT AND COMPANY INFORMATION VISIT kum CADtletals corminf o AND ENTER REFERENCE NUMBER L-02,06 RUN PARK_HARDSCAPE DETAILS HAMMIE'S TUNNEL HOUSE SCALE: N.T.S. ELLIE'S BOULDER BRIDGE ' GYMSSFODog RDOGS° hatu BENEFITS ornnt , sn.e.s oneuue SCALE: N.T.S. 1. DESIGN CRITERIA 1.1. FLORIDA BUILDING CODE 2017 1.2. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 1.3. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.4. ACI 530-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES 2. DESIGN LOADS 2.1. STRUCTURAL DEAD LOADS: AS CALCULATED. 2.2. WIND LOADS PER ASCE 7-10 2.2.1. BASIC WIND SPEED=169 MPH (3 SEC) 2.2.2. EXPOSURE =C 2.2.3. IW =1.0 IMPORTANCE FACTOR 3. SOILS AND FOUNDATION 3.1. DESIGN BASED ON SOILS REPORTS TITLED: 3.1.1. SUBSURFACE EXPLORATION& GEOTECHNICAL ENGINEERING STUDY SILVER BLUFF PARK 3.1.2. PER REPORT MAX SOIL BEARING 2500 PSF 3.2. ALL ABANDONED FOOTINGS, UTILITIES, ETC THAT INTERFERE WITH THE NEW CONSTRUCTION SHALL BE REMOVED. WALL FOUNDATIONS SHALL BE PLACED ON EXCAVATED SOILS. EXPOSED SUBGRADE SHALL BE SCARIFI EC 6" AND COMPACTED TO A MINIMUM OF95%OF MODIFIED PROCTOR DENSITY (ASTM D1557). AREAS OF LOOSE MATERIALS ENCOUNTERED WITHIN FOUNDATION EXCAVATIONS SHALL BE REMOVED ANC RECOMPACTED TO 95%0F MODIFIED PROCTOR DENSITY. EXCAVATED SOILS BENEATH PAVED AREAS SHALL BE SCARIFIED 6" AND COMPACTED TO A MINIMUM OF 90%OF MODIFIED PROCTOR DENSITY (ASTM D1557). 4. REINFORCED CONCRETE 4.1. ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. 4.2. THE CONCRETE MIX DESIGN SHALL HAVE A MAXIMUM WATER -CEMENT RATIO OF 0.45. 4.3. THE CONCRETE MIX DESIGN SHALL USE ASTM C150, TYPE II CEMENT. 4.4. AGGREGATES IN THE CONCRETE MIX DESIGN SHALL CONFORM TO ASTM C33. 4.5. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, OR ASTM A706 GRADE 60 WHERE INDICATED OR IF BARS ARE WELDED. 4.6. UNLESS OTHERWISE SHOWN ON THE DRAWING: 4.6.1. CONCRETE COVER FOR REINFORCING STEEL SHALL BE: 4.6.1.1. 3" FOR SURFACES CAST AGAINST EARTH OR EXPOSED TO SEA WATER. 4.6.1.2. 2" FOR FORMED SURFACES EXPOSED TO EARTH, HYDRAULIC FLOW OR WEATHER. 4.6.1.3. 1" FOR SLABS. 4.6.1.4. 1-1/2" FOR ALL OTHER SURFACES. 4.6.2. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4". DO NOT CHAMFER FOOTINGS. 4.7. HORIZONTAL CONSTRUCTION JOINTS SHALL BE ROUGHENED T01/4" SURFACE AMPLITUDE. REMOVE W ITANCE AND FULLY CLEAN THE SURFACE BEFORE PLACEMENT OF ADJACENT CONCRETE. 5. CONCRETE MASONRY 5.1. PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 530/ASCE 5 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND TO ACI 530.1 "SPECIFICATIONS FOR MASONRY STRUCTURES," LATEST EDITIONS. HOLLOW CONCRETE MASONRY UNITS: CONFORM TO ASTM OO, GRADE N. PROVIDE UNITS WITH MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM QJO. GROUT FOR POURING SHALL BE COARSE GROUT AND HAVE A MIN COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. BASIC SPLICE LENGTH TABLE: BAR SIZE #3 #4 #5 #6 #J #8 PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS PER DETAILS. STRUCTURAL NOTES 6 4 2 AECOM PROJECT MIAMI MINI PARK 2201 SO/ 26110 Steel CLE UT CITY OF MIAMI CONSULTANT AECOM AECOM TECHNICAL SER., INC SOS N. 4691,1 SURVEY IRRIGATION PROFESSIONAL REGISTRATION SUEREVISIOX PROJECT XUMER MEET ETLE HARDSCAPE DETAILS L-06 DOG RUN PARK HARDSCAPE SCHEDULE TYPE DESCRIPTION MATERIAL FINISH/TEXTURE/PATTERN/COLOR MANUFACTURER REMARKS (OR APPROVED EQUAL) PAVING P-1 STANDARD CONCRETE 3,000 PSI MIN., 4" DEPTH CONCRETE TEXTURE: MEDIUM BROOM PATTERN: PERPENDICULAR TO PATH OF TRAVEL COLOR: STANDARD GRAY N/A RE:#1/L-02 WALLS W-1 PERIMETER SCREEN WALL,FINISH: 6' O.A. HEIGHT, DECORATIVE El NISH PRE -CAST STUCCO TEXTURE: HEAVY LACE/DASH, SEE REMARKS COLOR: MOTTLED BROWNS AND GRAYS N/A FINISH INTENDED TO SIMULATE ROUGH OOLITIC LIMESTONE RE: #4/L-04 W-2 PARK SIGN WALL STONE FINISH: STONE VENEER TEXTURE: OOLITIC LIMESTONE COLOR: NATURAL N/A RE:#2/L-04 AND#3/L-04 SITE FURNISHINGS Fl PEDESTAL -STYLE DRINKING FOUNTAIN W/ BOTTLE FILLER AND DOG BOWL MODEL#10145 SM STAINLESS STEEL FINISH: POWDERCOAT CO LOR: TEXTURED BLACK MOST DEPENDABLE FOUNTAINS (800)552-6331 www.mas[dependable.com RE:#4/L--02; SURFACE MOUNTED PER MAN'. SPECS F-2 BENCH, BACKED W/2INT. ARMS, 96" LENGTH, MERE. STRAP STYLE, MODEL SCARBOROUGH STEEL FINISH: POLYESTER POWDE RGOAT COLOR: BLACK LANDSCAPE FORMS, INC WO) 521-2546 wg.,,HEdsaEHEHGTscom RE:#5/L-02; SURFACE MOUNTED PER MANUE SPECS F-3 WASTE RECEPTACLE, TOP OPENING, VERT. STRAP STYLE, 30 GAL CAPACITY, MODEL SCARBOROUGH STEEL FINISH: POLYESTE R POWDE RGOAT COLOR: BLACK LANDSCAPE FORMS, INC , WO)521-2546 www.landsaEHEHHGscom RE:#6/L-02; SURFACE MOUNTED PER MANUE SPECS F4 PET WASTE STATION MODEL#1003A-L FRAM E: ALUM. POST: 6ALV. STEEL FINISH: POWDERCOAT COLOR: FOREST GREEN DOGI POT (800)364-J681 www.dcgipoCcom RE:#1/L-03; INSTALL AND MOUNT PER MANUE SPECS F-5 BIKE RACK, 1-1/2" SCHD. 40 PIPE, I NVERTED " U" SHAPE, VINTAGE STYLE MODEL#12119-6, BRETON STEEL FI NISH: T6 IC POLYESTER POWDE RGOAT, GLOSS TEXTURE: REGULAR GRAIN COLOR:TRAFFIC BLACK, RAL 9017 CYCLESAFE, INC (888)950-6531 www.cycluafe.com RE:#2/L-03; IN -GROUND MOUNTED PER MANUE SPECS DOG FURNISHINGS F-6 NATURAL CLIMBING BOULDERS - LUXURY HEAVY MODEL# DL-NCBR6-6RC GYMS FOR DOGS'" (800) 931-1562 www.6ymsForpogscom RE:#1/L-06 F] NATURAL CLIMBING BOULDERS - LUXURY HEAVY MODEL# DL-NCBXL6-6RC GYMS FOR DOGS'" WO) 931-1562 www.6ymsForpogscom RE:#2/L-06 F8 DECORATIVE FIRE HYDRANT, SURFACE MOUNT BOLT DOWN, 30" TALL MODEL# DL-FH-AG GYMS FOR DOGS'. (800)931-1562 www.6ymsForpogscom RE: #3/L-06 F-9 HAMMIE'S TUNNEL HOUSE -4.5'L MODEL# DL-LTH2-6RC GYMS FOR DOGS'. WO)931-1562 www.6ymsForpogscom RE:#4/L-06 F-10 ELLIE'S BOULDER BRIDGE MODEL# DL-EBB-RPW (BRIDGE) MODEL#DL-NCBEJ&LCB (BOULDER) GYMS FOR DOGS'" WO)931-1562 www.6ymsForpogscom RE:#5/L-06 HARDSCAPE NOTES 1. JOINTS SHOWN ON PLANS ARE FOR REFERENCE PURPOSES ONLY. ACTUAL LOCATIONS MAY NEED TO BE ADJUSTED. CONTRACTOR SHALL LAYOUT EXPANSIONJOINT LOCATIONS FOR APPROVAL BY OWNER OR OWNER'S REP., AS APPLICABLE. LOCATION OF CO NTROLJOI NTS SHALL HAVE UNIFORM PLACEMENT NO GREATER THAN TEN (10) FEET ON CENTER, OR AS OTHERWISE SPECIFIED IN °HISS, OF DRAWINGS. 2. CONTRACTOR SHALL FABRICATE UP TO THREE (3) SAM PLES OF APPROPRIATE THICKNESS AND HEIGHT FOR ALL WALL -PIPES -PO ILLUSTRATE QUALITY, COLOR, FINISH, SURFACE TEXTURE, ETC FOR REVIEW AND APPROVAL BY OWNER OR OWNER'S REP., AS APPLICABLE, PRIOR TO CONSTRUCTION. SAMPLES SHALL BE 5' IN LENGTH. THE APPROVED SA MPLE(S) WILL SERVE AS THE BASIS BY WHICH ALL WORK SHALL BE CONSTRUCTED. ONCE CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SAMPLE(S) AT NO COST TO THE OWNER. 3. THE CONTRACTOR SHALL LAYOUT AND VERT El ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. REPORT ANY DISCREPANCIES I MM EDIATELY TO THE O WNER OR OWNER'S REP., AS APPLICABLE. 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO THE START OF FABRICATION FOR ALL APPLICABLE ITEMS. THE OWNER OR OWNER'S REP., AS APPLICABLE, SHALL HAVE S EVEN(]) WORKING DAYS IN WHICH TO RESPOND. 5. CONTRACTOR SHALL SUBMIT THREE (3)SETS OF NON -RETURNABLE COLOR CHARTS/SAMPLES, MATERIAL SAM PLES, AND/OR DETAILED PRODUCT SHEETS FOR ALL ITEMS LISTED ON THE HARDSCAPE SCHEDULE TO THE OWNER OR OWNER'S REP., AS APPLICABLE, FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. ]. ALL SITE FURNISHING LOCATIONS ARE SUM ECT TO REVIEW AND APPROVAL BY OWNER O R OWNERS REPRESENTATIVE, AS APPLICABLE. 8. NO SURFACING SHALL BE APPLIED TO ANY MANHOLE COVERS, FRAMES, VALVE BOXES, ETC ALL EXISTING AND PROPOSED LEH CITIES WHOSE TOPS WILL BE EXPOSED WITHIN PAVED AREAS SHALL BE ADJUSTED SO THAT THE TOP SURFACE OF COVERS OR FRAMES SHALL BE FLUSH WITH THE PAVEMENT SURFACE. 9. ANY LIGHTING SHOWN IN THE HARDSCAPE SERIES IS FOR INFORMATIONAL PURPOSES ONLY. FOR LIGHTING SPECIFICATIONS AND LAYOUT, REFER TO ELECTRICAL DRAWINGS. SIGNAGE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL LOCAL, STATE AND FEDERAL CODE REQUIREMENTS, INCLUDING ADA(AMERICANS WITH DISABILITI ES ACT) ANC FOOT, AS APPLICABLE, WHEN FABRICATING AND INSTALLING SIGNS. 2. CONTRACTOR SHALL PROVIDE DETAILED SHOP DRAWINGS FOR EACH SIGN TYPE FOR REVIEW AND APPROVAL BY OWNER OR OWNER'S REP., AS APPLICABLE, PRIOR TO FABRICATION. 3. ALL PAINTED SURFACES SHALL HAVE A PROTECTIVE UV, ANTI -GRAFFITI CLEARGOAT. ALL WELDS SHALL BE CLEAN, SMOOTH AND PAI NTED TO MATCH SIGN ELEMENT. 4. ALL HARDWARE SHALL BE CONCEALED OR PAI NTED TO MATCH SIGN SURFACE IF EXPOSED. NO FASTENERS ALLOWED THROUGH THE SIGN FACE. ALL FASTENERS SHALL BE CORROSION RESISTANT, PAI NTED TO MATCH SURFACE, AND TAMPER -PROOF. 5. CONTRACTOR SHALL FIELD VERIFY ALL SIGN LOCATIONS/DIMENSIONS P RIOR TO FABRICATION. 6. CONTRACTOR SHALL IDENTIFY ANY POTENTIAL OBSTRUCTION, SUCH AS UTILITIES, LANDSCAPE, REGULATORY SIGNS, ETC FOR PROPOSED LOCATIONS. ADJUSTED LOCATIONS SHALL BE REVIEWED AND APPROVED BY OWNER OR OWNER'S REP., AS APPLICABLE, PRIOR TO FABRICATION. ]. CONTRACTOR IS RESPONSIBLE FOR ALL ENGINEERING ELEMENTS, INCLUDING BUT NOT LIM ITED TO STRUCTURAL INTEGRITY, WI NDLOAD REQUIREMENTS, ANCHORAGE, METHODS OF CONNECTION, ETC 8. CONTRACTOR SHALL HAVE ALL SHOP DRAWI NGS SIG NED AND SEALED BY STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA. 9. CONTRACTOR SHALL SUB MIT THREE (3)SETS OF NON -RETURNABLE SAMPLES FOR ALL MATERIALS, FINISHES AND COLORS AS SPECIFIED TO THE OWNER OR OWNER'S REP., AS APPLICABLE, FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 10.CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND AM USTM ENTS AS NECESSARY TO OBTAIN FOOT AND LOCAL BUILDING AND INSTALLATION SIGN PERMITS FOR PROPER EXECUTION OF WORK. 6 4 2 AECOM PROJECT MIAMI MINI PARK CLEAT CITY OF MIAMI CONSULTANT AECOM PECOM TECHNICAL SEIENCES, INC SURVEY PLEMEN 2 ASSOCIATES, INC IRRIGATION PROFESSIONAL REGISTRATION SUEREVISION PROJECT NUMER 002012)3 MEET ATTE HARDSCAPE SCHEDULE &NOTES L-07 DOG RUN PLANT SCHEDULE SYM. QTY. BOTANICAL/COMMON NAME SPECIFICATIONS CANOPY AND U NDERSTO RV TREES BLS 2 BurserasimarWoe I GUMBO LIMBO 65 GAL MIN 12-14'HT, 2.5" DBH, FULL, STANDARD COE 1 Conocarpus erecNs/ GREEN BUTTONWOOC FIELD GROWN, 15' HT x 8' SPD. MIN, FULL LAI 7 Lagerstroemiaindice / CREPE MYRTLE FIELD GROWN, 15' HT x 8' SPD. MIN, FULL SINGLE LEADER TRUNK PALM TREES ROE, 2 Roystonea recta / ROYAL PALM FIELD GROWN, 16'MIN HT, 6"DBH. STRAIGHT, SLICK TRUNKS, CROPPED/HURRICANE CUT SHRUBS AND GROUNDCOVERS CES :a Conocarpus erecNs ver. sericeus/ SILVER BUTTONWOOD 3GAL MI N.,18"-24" HT. MIN., FULL, 24"0.C. SPACING ICM XX Ixora coccinea/ MAUI YELLOW IXORA 3GAL MI N.,18"-24" HT. MIN., FULL, 30"0.C. SPACING SOD, MULCH, AND MISCELLANEOUS SOD Stenotophrum reoundotum Hap.,/0APTDAST. AUGUSTINE (SOLID SOD, FREE OF WEEDS, PESTS, AND DISEASE PLANTING NOTES THE PLANTING PLAN IS DIAGRAMMATIC ALL PLANT LOCATIONS ARE APPROXIMATE, AND MAY HAVE TO ADJUST TO EXISTING OR PROPOSED SITE CONDITIONS. EXACT LOCATIONS OF PLANT MATERIALS SHALL BE APPROVED BY THE OWNER, OWNER'S REP., AS APPLICABLE, IN THE FIELD PRIOR TO INSTALLATION. THE OWNER OR O WNER'S REP., AS APPLICABLE, RESERVES THE RIGHT TO ADJUST PLANTS IN THE FIELD. CONTRACTOR SHALL REQUEST VISITATION AT LEAST 48 HOURS IN ADVANCE OF THE TIME OF APPROVAL. CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM ANOWNER-APPROVED LABORATORY OR AN ACCEPTED EQUIVALENT TO OWNER OR OWNER'S REP., AS APPLICABLE, PRIOR TO BEGINNING WORK. 3. CONTRACTOR SHALL GIVE NOTICE OF PLANTING THREE (3) BUSINESS DAYS PRIOR TO INSTALLATION. CONTRACTOR SHALL LAY OUT PLANT MATERIAL PRIOR TO INSTALLATION FOR OWNER OR OWNER'S REP., AS APPLICALBE, REVIEW AND APPROVAL INTHE PLANT SCHEDULE, WHEN IT REFERS TO QUANTITY, IT REPRESENTS INDIVIDUAL UNITS. 5. AMINIMUM FIVE (5) FEET SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREE PLANTINGS. REFER TO EXISTING SITE SURVEY PLANS FOR UTILITY LOCATIONS. 6. ALL NEW AND EXISTING PLANTINGS SHALL RECEIVE A THREE (3) INCH LAVER OF MULCH, UNLESS OTHERWISE NOTED. ]. ALL TREE MATERIALS TO BE CONTAINER GROWN UNLESS OTHERWISE SPECIFIED. 8. ALL PLANT MATERIAL SHALL BE FLORIDA NO.I OR BETTER, AS SET FORTH BY THE LATEST EDITION OF THE FLORIDA GRADES AND STANDARDS. 9. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SOILANADISIS PRIOR TO INSTALLATION OF PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE O WNER OR OWNER'S REP., AS APPLICABLE, OF ANY IMPROPER SOIL CONDITIONS (WETNESS, MUCK, DEBRIS, ETC) PRIOR TO I NSTALWTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL SOILAMENDMENTS REQUIRED TO PROMOTE HEALTHY, VIGOROUS PLANT GROWTH. 10. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HOLDING THE FINE GRADING OF PLANTING AREAS TO INSURE MINIMUM 294POSITIVE DRAINAGE AWAY FROM BUI LDINGS AND INTO PLANTING AREAS, PONDS, STREETS OR OTHER DRAINAGE WAYS. PLANTING BEDS SHALL MEET SIDEWALKS AND N.V.. AT TWO (2) INCHES BELOW THE F WNJORK, PRIOR TO INSTALLATION OF MULCH. BED PREPARATION: LOOSEN SOILTO A MINIMUM DEPTH OFTEN (10) I NCHES AND REMOVE ALL DEBRIS. REGRADE THE BED TO ITS PRE -PLANTING SUBGRADE DIG PLANTING PITS AT 1.5 TIMES THE DIAMETER OF THE POT. FILL PLANT PIT WITH SPECIFIED PLANTING MIX AND COMPACT SO THATTHE TOP OF ....WILL SETTLE 1/8 DEPTH OF THE ROOT BALL ABOVE FINISH GRADE. SET PLANT AND FILL REMAINDER OF HOLE WITH PLANTING MIX. FERTILIZE EACH PLANT PER SPECIFICATIONS. WATER IN THOROUGH,. RESET ANY PLANTS THAT SETTLE TOO DEEP. REMOVE SPOIL SOILAND RAKE THE BED TO ITS FINISH GRADE. COVER ALL BED AREAS WITH ATHREE (3) INCH DEPTH OF APPROVED ORGANIC MULCH UNLESS OTHERWISE NOTED. REMOVE ALL DEBRIS FROM THE MULCH. WATER BEB THOROUGHLY. 2. TH E TOPSOIL USED IN THE PLANTING OPERATION SHALL BE A NATURAL, FRIABLE, FINE LOAM SOIL IT SHALL BE CERTIFIEDTO BE FREE OF WEED SEEDS AND PATHOGENS. IT SHALL ALSO BE FREE OF LITTER, SOD, CLAY, STONES, ROOTS AND STUMPS. 3. ANY LIGHTING SHOWN IN LANDSCAPE SERIES IS FOR INFORMATIONAL PURPOSES O NLY. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS AND LAYOUT. ALL PLANT MATERIAL SHALL BE GUARANTEED FORA PERIOD OF ONE (1)YEAR OF VIGOROUS GROWTH FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER OR O WNER'S REP., AS APPLICABLE. 15. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE (5) US GALLON PLANTS AND LARGER SHALL HAVE BEEN GROWN IN CONTAINERS FORA MINIMUM OF SIX (6) MONTHS AND A MAXIMUM OF TWO (2) YEARS. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES AND PESTS. 16. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PLANTINGS UNTIL FINAL ACCEPTANCE BY THE OWNER OR OWNERS REP., AS APPLICABLE. THIS MAINTENANCE INCLUDES, BUT IS NOT LIM ITED TO, THE FOLLOWING: A. KEEPING PLANTING AREAS FREE OF ALL DEBRIS, WEEDS, DISEASE, AND/OE, INFESTATION. B. WATERING. C FERTILIZATION. D. PRUNING AND/OR EDGING. E. MOWING OF ALL SOD AREAS. F. ADJUSTING OF TREE STAKING. G. REPLACEMENT OF ANY DEAD, DYING OR DAMAGED PLANT MATERIAL H. FILLING AND REPLACING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER. I. FILLING OF DEPLETED MULCH AREAS. J. FILLING AND RECOMPACTION OF ERODED AREAS. K. ADJUSTING OF SPRINKLER HEAD HEIGHTS, PRESSURES, AND/OR WATERING PATTERN. 17. PRIOR TO END OF THE MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER OR OWNER'S REP., AS APPLICABLE, AND ARRANGE FORA FINAL WALK THROUGH. OWNER OR OWNER'S REP., AS APPLICABLE, MUST AGC=PTALL MAINTAINED AREAS IN WRITING PRIOR TO END OF MAINTENANCE PERIOD. OWNER O R OWNER'S REP., AS APPLICABLE, SHALL BE RESPONSIBLE FOR ARRANGEMENTS FOR FUTURE MAINTENANCE AFTER MAINTENANCE PERIOD AND FINAL WALK THROUGH. 18. THE CONTRACTOR, WITHIN FIFTEEN(15) DAYS OF WRITTEN NOTIFICATION BY THE O WNER OR OWNER'S REP., AS APPLICABLE, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS, WHICH FOR ANY REASON FAIL TO ME, THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED FROM THE TIME OF REPLACEMENTAS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. 19. REFER TO PLANTING DETAILS FOR STAKING REQUIREMENTS. 20. PLANTS SHALL NOT BE PLACED WITHIN TWELVE (12) INCHES OF IRRIGATION SPRINKLER HEADS. 21. PROVIDE ROOT BARRIER FOR ALL NEW TREES WITHIN FIVE (5) FEET OF PAVING. REFER TO ROOT BARRIER DETAIL ROOT BARRIER SUBJECT TO APPROVAL BY THE OWNER OR O WNER'S REP., AS APPLICABLE. 22. ANY LIGHTING SHOWN IN THE LANDSCAPE SERIES IS FOR INFORMATIONAL PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPEC( FICATIONS AND LAYOUT. MAINTENANCE SCHEDULES 1. CONTRACTOR SHALL SUBMIT A REGULAR MAINTENANCE SCHEDULE SATISFYING THE FOLLOWING CONDITIONS, FOR REVIEW AND APPROVAL BY THE OWNER OR OWNER'S REP., AS APPLICABLE, PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL A. LANDSCAPES SHALL BE MAINTAI NED TO ENSURE WATER EFFICIENCY. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE, BUT NOT BE LI MITED TO, CHECKING, ADJUSTING, AND REPAIRING IRRIGATION EQUIPMENT; RESETTING THEAUTOMATIC CONTROLLER; REPLENISHING MULCH; FERTILIZING; PRUNING; AND WEEDING IN ALL LANDSCAPED AREAS. B. WHENEVER POSSIBLE, REPAIR OF IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED COMPONENTS OR THEIR OWNER APPROVED EQUIVALENTS. D FULL SCALE (ARCH D):1"=10'0" 0 5 10 20 40 6 4 2 AECOM PROJECT MIAMI MINI PARK 2201 SA 261h Steel CLEAT CITY OF MIAMI CONSULTANT AECOM AECOM TECHNICAL SERNCES, INC SURVEY PLEMPN ASSOCIATES, INC IRRIGATION PROFESSIONAL REGISTRATION SUEREVISION PROJECT NUMER 80201223 PLANTING PLAN, SCHEDULE & NOTES L-08 PWIT VIEW OF STAKING • BASE OF LEAF BUD IIIIIIII=_ IIIII-III _.._.. III �—III =III III 1I LEAF BUD TO BE CROPPED/HURRICANE CUT PRIOR TO DELIVERY/INSTALLATION (2) NON -SLIP U.V. RESISTANT POLYPROPYLENE OR PIATED CARBON STEEL BANDS W/ TENSIONING AND LOCKING SCREW/CLAMP TO SECURE BATTENS (3) 2" x 4" x 12" P.T. WOOD BATTENS W/ PREATTACHED PROTECTIVE PADDING/BURLAP AND STAPLE GUIDES FOR BANDING; PRE -NOTCHED TO ACCEPT SUPPORT BRACES; BY ARBORGUY (OR APPROVED EQUAL), INSTALL PER MANUF SPECS (3) EQUALLY SPACED 2" x 4" x 8' P.T. WOOD SUPPORT BRACES SECURED IN NOTCHES OF BATTENS, W/ SAFETY FLAG AT MIDPOINT OF ALL BRACES 3" DEPTH OF MULCH MIN., 6" CLEAR OF TRUNK, 1" OVER ROOT BALL, REFER TO SPECIFICATIONS (MP.) (3) 21Ix411x 24" P.T. GROUND STAKES 4" HT. x 8" W IDE CONT. SOIL BERM FINISH GRADE (SEE GRADING PLAN) NATIVE SOIL BACK OR AMENDED SOIL AS REQUIRED BY SOIL ANALYSIS EXISTING SOIL PLANTING BALL, REMOVE BURLAP AND CUT CORDS TREE PIT 2X MOUND AND COMPACT SOIL NO LESS THAN ROOTBALL DIA. 1211, ADJUST HEIGHT TO PLACE ROOT FARE 1"ABOVE FINISH GRADE NOTES. 1) FINAL STAKING DETAILS AND P LACEMENT TO BE APPROVED BY OWNER OR OWNER'S REP., AS APPLICABLE. 2) CONTRACTOR SHALL ASSURE PERCOLATIONOF ALL PLANTING PITS PRIOR TO INSTALLATION. 3) BUD SHALL BE PERPENDICULAR TO GROUND PLANE. 4) STRAIGHT TRUNKS ONLY. NO SCARRED OR BLACKENED TRUNKS. rTh PALM TREE PLANTING AND STAKING SCALE: N.T.S. NOTES. 1) ALL GROUNDCOVER MASS PLANTINGS SHALL USE TRIANGLULAR SPACING EXCEPT WHERE NOTED. REFER TO PLANT SCHEDULE FOR INDIVIDUAL PLANT SPACING. PROVIDE 12" MIN. SPACING BETWEEN DIFFERENT PANT -PIPES 3' 0.C. SPACING OF SHRUGS/GROUNDCOVER 12" MIN. SETBACK FOR SHRUBS ANDGROUNDCOVERFROM EDGE OF PAVEMENT OR BEDLI NE SOD MULCH REDLINE PLAN VIEW ENLARGEMENT A SHRU BS AN D GROUN DCOVERS ADJACENT TOSTRAIGHT EDGES SHALL BE TRIANGULAR- SPACED IN ROWS PARALLEL TO THE STRAIGHT EDGE. B SHRU BS AND GROUN DCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGE. PLANT SPACING SCALE: N.T.S. PLAIT VIEW OF STAKING ® k1� Itilyritu411rf g0# T' NYLON STRAPPING (GUY TO 1( KNOT@CENTER) 14 I3)2" @ GEN-FEE() LODGE POLE STAKES, EQUALLY SPACED d 2X DIA. OF ROOTEALL NOTES: PROTECT TREE TRUNK WITH BLACK RUBBER HOSE REMOVE BURLAP AND CUT CORDS (DOES NOT APPLY TO CONTAINER GROWN MATERIAL) SET TOP OF ROOT FALL 3" ABOVE FINISH GRADE 3" DEPTH OF MULCH MIN., 6" CLEAR OF TRUNK, 1" OVER ROOT BALL; REFER TO SPECIFICATIONS 4" HT. x8" WIDE CONT. SOIL BERM FINISH GRADE (SEE GRADING PLAN) NATIVE SOIL BACKFI LL OR AMENDED SOIL AS REQUIRED BY SOIL ANALYSIS EXISTING SOIL MOUND AND COMPACT SOIL NO LESS THAN 12", ADJUST HEIGHT TO PLACE ROOT FLARE 1" ABOVE FINISH GRADE 1) FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER OR OWNER'S REP., AS APPLICABLE. 2) CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION MULTI TRUNK TREE PLANTING AND STAKING SCALE: N.T.S NOTES: 1) ALL GROUNDCOVER MASS PLANTINGS SHALL USE TRIANGLU LAR SPACING EXCEPT WHERE NOTED. REFER TO PLANT SCHEDULE FOR INDIVIDUAL PLANT SPACING. 2) CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS/BEDS PRIOR TO INSTALLATION. 3) WHEN GROUNDCOVER AND SH RUBS ARE USED IN MASS, PREPARE ENTIRE BED TO RECEIVE PLANTING SOIL AND PLANT MATERIALS AS SPECIFIED. IIII=III I IIII 5GROUNDCOVER PLANTING SEE PLANT SCHEDULE FOR SPACING 3" MIN. MULCH, AS SPECIFIED FINISH GRADE (SEE GRADING PLAN) SET ROOT FLARE 1" ABOVE FINISH GRADE. REMOVE AND RECYCLE PLANTING POT. SPECIFIED PLANTING SOIL EXCAVATE ENTIRE AREA SPECIFIED FOR GROUNDCOVER BEG EXISTING SOIL OR APPROVED BACKFILL SCALE: N.T.S PLAIT VIEW OF STAKING III II -IIIIIIIIIIIIII III= TREE PIT 2X ROOTBALL DIA. NON -SLIP TENSIONING SYSTEM ( BLACK POROUS HOSE TREE COLLAR) ARBO RTIE GUYLI NEW/SAFETY FLAG AT MID -POINT (MP.) TRUNK SHALL BE MAINTAINED IN A VERTICAL POSITION UV -RESISTANT TENSION BAR SETTOP OF ROOT PALL3" ABOVE FINISH GRADE 3" DEPTH OF MULCH MIN., 6" CLEAR OF TRUNK, 1" OVER ROOT BALL; REFER TO SPECIFICATIONS 4" HT. x8" WIDE CONT. SOIL BERM FINISH GRADE (SEE GRADING PLAN) ARROWHEAD ANCHOR (MP.) REMOVE BURLAP AND CUT CORDS (DOES NOT APPLY TO CONTAINER GROWN MATERIAL) NATIVE SOIL BACKE LLOR AMENDED SOIL AS REQUIRED BY SOIL ANALYSIS MOUND AND COMPACT SOIL NO LESS THAN 12", ADJUST HEIGHT TO PLACE ROOT FLARE 1" ABOVE FINISH GRADE EXISTING SOIL NOTES: 1) ARBORGUY STAKING COMPONENTS MANUF. BY ARBORMACE STAKI NG SYSTEMS INC., OR APPROVED EQUAL. 2) FINAL TREE STAKING DETAILS AND PLACEMENT-. BE APPROVED BY OWNER O R OWNER'S REP., AS APPLICABLE 3) CONTRACTOR SHALLASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. TREE PLANTING AND STAKING NOTES: SCALE: N.T.S. 1) ALL SHRUBS AND G ROUNDCOVE R MASSES TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED. REFER TO PANT SCHEDULE FOR INDIVIDUAL PLANT SPACING. 2) PRIOR TO MULCHING, LIGHTLY TAMP SOI L AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN PANTING HOLE HAS BEEN BACKFI MED, POUR WATER AROUND THE ROOT BALLTO SETTLE THE SOIL 3) CONTRACTOR SHALLASSURE PERCOLATION OF ALL PLANTING PITS/BEDS PRIOR TO INSTALLATION. 111100111110000 ROOT BALL SHRUB PLANTING SET TOP OF ROOT BALL 3" ABOVE FINISH GRADE 4" HT. x8"WIDE CONT. SOIL BERM 3" DEPTH OF MULCH MIN., 6" CLEAR OF TRUNK, 1" OVER ROOT BALL; REFER TO SPECIFICATIONS REMOVE BURLAP AND CUT CORDS (DOES NOT APPLY TO CONTAINER GROWN MATERIAL) J80.— FINISH GRADE (SEE GRADING PLAN) EXISTING SOIL OR APPROVED BACKFILL NATIVE SOIL BACKFILL OR AMENDED SOILAS REQUIRED BY SOIL ANALYSIS MOUND AND COMPACT SOIL NO LESS THAN 12", ADJUST HEIGHT-. PLACE ROOT FLARE 1" ABOVE FINISH GRADE SCALE: N.T.S. 7 6 4 2 AECOM PROJECT MIAMI MINI PARK CLIENT CITY OF MIAMI SOS ws woo w CONSULTANT AECOM WHOM TECHNICAL SER., INC SURVEY F R ADORN ASSOCIATES, INC IRRIGATION PROFESSIONAL REGISTRATION NEE P PROJECT NUM. R SHEET TELE LANDSCAPE DETAILS SHEET NUIMER L-69 MATERIALS. -THE CONTRACTOR SHALL FURNISH AND INSTALL TREE ROOT BARRIER AS SPECIFIED. THE TREE ROOT BARRIER SHALL BE ETHER PRODUCT4UB 12-2AS MANUFACTURED BY DEEPROOTO GREEN INFRASTRUCTURE. -ROOT BARRIER SHALL BE RECYCLABLE, BLACK, INJECTION MOLDED PANELS WITH 08" WALL THICKNESS IN MODULES 24" LONG AND 24" DEEP -ROOT BARRIER SHALL BE COMPRISED OF 24" PANELS. EACH PANEL SHALL HAVE NO LESS THAN FOUR(4) MOLDED INTEGRAL VERTICAL ROOT DIRECTING RIBS OF AMINIMUM 0075" THICKNESS, PROTRUDING I2" AT 00" FROM INTERIOR OF THE BARRIER PANEL, SPACED 6"APART. (SEE DETAILS AAND D) -ROOT BARRIER SHALL HAVE A DOUBLE TAP EDGE CONSISTING OF TWO PARALLEL, INTEGRAL, HORIZONTAL RIBS AT THE TOP OF THE PANEL AT 0 OM THICKNESS, 3R"WIDE AND 1 M"APART WITH THE LOWER RIB ATTACHED TO THE VERTICAL ROOT DIRECTING RIBS (SEE DETAIL A) -ROOT BARRIER SHALL HAVE A MINIMUM OF TWELVE (12) ANTI -LIFT GROUND LOCK TABS CONSISTING OF INTEGRAL HORIZONTAL RIDGES OF MINIMUM 0075" THICKNESS IN THE SHAPE OF A SEGMENT OF AN OBLONG, THE 2" CHORD OF THE SEGMENT JOINING THE PANEL WALL AND THE SEGMENT, PROTRUDING 3i8" FROM THE PANEL THE GROUND LOCKS ON EACH PANEL SHALL BE ABOUT EQUALLY SPACED BETWEEN EACH OF THE VERTICAL ROOT DIRECTING RIBS (SEE DETAILS B AND D) -ROOT BARRIER SHALL HAVE AN INTEGRATED ZIPPER JOINING SYSTEM FOR ASSEMBLY BY SLIDING ONE PANEL INTO ANOTHER (SEE DETAIL O) DOUBLE TOP EDGE /Z INTEGRAL VERTICAL ROOT DIRECTING RIB DETA LA DOUBLE TOP EDGEVERTICAL ROOT DIRECTING RIB DETAILS ANTI -LIFT GROUND LOCK TAB DETAIL TREE ROOT BARRIER PANEL I I DETAIL ZIPPER JOINING SYSTEM PATENTED ZIPPER JOINING SYSTEM PAINTED DOUBLE TOP EDGE FOR PREVENTION OF ROOT OVER -GROWTH, EXTRA STRENGTH, ULTRAVIOLET PROTECTION AND IMPROVED APPEARANCE (SEE DETAIL A) DEEPROOTO NAME ON EVERY PANEL 00" ROOT DIRECTING RIB, INTEGRAL TO PANEL ROOT BARRIER PANEL, 008"THICK 75N REPROCESSED POLYPROPYLENE PATENTED ANTI -LIFT GROUND LOCK TABS (SEE DETAILS) ROUNDED EDGES FOR SAFETY AND STRENGTH NOTES 1. USPATENT NO 5,305,549 AND 5,528,857 AND OTHER PATENTS PENDING. 2 INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWING. 4. THIS DRAWING IS INTENDED FOR PLANNING PURPOSES ONLY CONTRACTOR TO SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL BY OWNER OR OWNER'S REP. AS APPLICABLE, PRIOR TO INSTALLATION. 5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. ROOT BARRIER SCALE: N.T.S. SIDEWALK, CURB, OR OTHER PAVING TOP OF SOD SOIL LAVER TO BE FLUSH WITH TOP OF PAVEMENT, UNLESS NOTED OTHERWISE 0 EXISTING SOIL, ENE RAKED AND FREE OF WEEDSAND OTHER DELETERIOUS MATERIALS FINISH GRADE 1=1 I =1 11=1 11=1 1=1 11=1 11 1 111 III 11111111111=111 11 1=111=111=111=111=111=111=111=111 1111111111111111111111111111111111111111111 —111111111 SOD PLACEMENT SCALE: N.T.S. 11 1IIIIIIIII1 11 NNNN 1-111N 11 =11 �1111111111111111 111111 MULCH INSTALLATION SOD OR ADJACENT PAVING ( PROVIDE CLEAN, SMOOTH EDGE BETWEEN SOD AND MULCHED AREAS( TOP OF MULCH TO BE LEVEL WITH TOP OF SOD SOIL LAVER; TOP OF MULCH TO BE 1" BELOW TOP OF ADJACENT PAVEMENT MULCH, 3" MIN. DEPTH, AS SPECIFIER COMPLETELY REMOVE EXISTING SOD AND ALL DELETERIOUS MATERIAL PRIOR TO PLACING MULCH EXISTING S014 FINE RAKED AND FREE OF WEEDS AND OTHER DELETERIOUS MATERIALS SCALE: N.T.S. LANDSCAPE LEGEND INFORMATION REQUIRED TO BE PERMANENTLY AFFIXED TO PLANS Transect Zone: JSub-Urban L Lot Area 18356 SF Acres 1°19I OPEN SPACE A. Square feet of required Open Spaces indicated on site plan: Lot Area = _18356 I_ s.f. x 25 %= 12,089 1s.f. B. Square feet of parking lot open space required by Article 9, as indicated on site plan: lI ��lI Number of parking spaces yL x 10 s.f. per parking space= C. Total square feet of Iandsceped open space required: A+B= LAWN AREA CALCULATION A. Square feet of landscaped open space required by Miami21: B. Maximum lawn area (sod) permitted = 50 % x TREES A. Number of trees required per net to mber of trees meetin. minimum reouireme 3 Per Lot trees z n t acres nu er of existing trees = B. % Palms all ed:N •f ovided x 30% = C. % N Llih q etl: mbar of trees provided x 30% = % D. Dro [tolerant and low maintenance: mber of trees provided x 50% = E. S es (maximum average spacing of 30' o.c): linear feet along street / 30 = % Palms permitted to count towards street trees on 1:1 basis x 30%: F. Street trees located directly beneath power lines: (maximum average spacing of 25' o.c.): linear feet along street/ 25 = HRUBS A. Number of shrubs required: Number of trees required x 10 = B. % Native shrubs required: Number of shrubs provided x 30%= C. % Drought tolerant and low maintenance required: Number of shrubs provided x 509= REQUIRED/ PROVIDED ALLOWED 12,°89 na In/a 11 3.3 J� 3.3 15 I 30 1276.91 1467.51 (923 I EEO 6 4 2 AECOM PROJECT MIAMI MINI PARK CLEAT CITY OF MIAMI CONSULTANT AECOM PECOM TECHNICAL SERN10ES, INC SURVEY /LEMAN ASSOCIATES, INC IRRIGATION PROFESSIONAL REGISTRATION SUEREVISION PROJECT NUMER 002012)3 MEET TTLE LANDSCAPE DETAILS L-10 PM(T) AECOM PROLE MIAMI MINI PARK CLIENT CITY OF MIAMI CONSULTANT AECOM SURVEY R RIEMAN ASSOCIATES INC IRRIGATION PROFESSIONAL RE GISTRATON ISSUE NET PLAN PROJECT NUMER .821.3 SHEET TITLE IRRIGATION PLAN SHEET HUMAN I R-01 LEGEND SYMBOL MODEL NO. DESCRIPTION NST. OUANTIT2 RAN BIRD FLOOD BUBBLER �Sv e,. • ED EC 1806-PRS-BE-VAN-1014 RAIN BIRD 6' POP-UP SPRAY RAIN BIRD 6" POP-UP SPRAY 122222222228822 RAIN BIRD 6" POP-UP SPRAY 1806-PRS- HE-VAN-100 RAIN BIRD G) POP-UP SPRAY 12 122 ER ET Ei El RAN BIRD 8" PoP-UP SPRAY O6 180E PF(S HE VAN 12F PAIN BIRD 6' POP- UP SPRAY 02 180E-PRS- HENAN- 1 g PAIN BIRD POP- UP SPRAY 1 806-1717S- RAIN BIRD 6' POP-UP SPRAY 1 80E-PRS- 15LCS PAIN BIRD 6' POP- UP SPRAY 1806-PN-155ST RAIN BIRD 6' POP- N SPRAY 82 El BIRD 8 NN " RPOP-NP SPRAv 1B06-PRS-HE- VAN -1 NTPOP-UP oa BO6YPRS-HE- VAN -15F RAN BIN I 6 POP UP - SPRAY 1212_222_8E-828-108 - 100 PEB RAIN BIRD W SOLENOID VALVE F CONTROLLER 011 LEMAISSPE RAIN BIRD PEDESTAL 01 FE 150 P RAIN BIRD FLOW SENSOR 01 RSD-BEX RAN BIRD RAN SENSOR 01 PAIN THHN WIRE AS REQUIRED NNW° COMMON Al CONTROL NTROL REOUIRED H 40 GALVANIZED STEEL AS REQUIRED SCH 40 PVC AS MAIN LINE LATERALS SLEEVES SPRINKLER RISERS PVC FITTINGS WIRE CATE CONDUIT LINE SIZE) 01 VALVE BOX OE GROU DING LOCATION 01 POINT-OF-CONNECTIONN01 WV WATER METER BY OTHERS NOTE: ABOVE OILANTITIES ARE FOR COMPARISON ONLY. CONTRACTOR SHALL VERIFY PRIOR 10 SUBMITTING BID ZONE SUMMARY CHART STA VALVE PLANT SPRINKLEF( VALVE NO. TYRE TYPE SIZE 1 CW1 SOD SPRAY 2 CW2 SOD SPRAY 1) 3 ON SHRUBS SPRAY 1- 4 CW4 SOD SPRAY WE SHRUBS SPRAY 1- 6 CW6 SOD SPRAY 1- 7-12 SPARE WATER DEMAND • APPROXIMATELY RUN TIME TO APPLY 10 IN/WK IRRIGATION NOTES & SPECIFICATIONS AUTOMATIC IRRIGATION SYSTEM WATER DEMAND / ZONE WATER SOURCE PRESSURE REQUIRED GENERAL RUN 40 IN/INK 40 MINWK 40 IN%INK 40 MIN/WK 40 IN/INK 40 MIN/WIC WEEKLY NNE 4200 L/wu AL/INK 1,11 e0 GAL/AK 4200 GAL/WK 240 MIN/INK 6,240 GAL/INK REFER TO PLAN CITY WATER METER 50 PSI IRRIGATION SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES, CONTRACT DRAWINGS, CONTRACT SPECIFICATIONS. AND APPENDIX -W OF THE FLORIDA BUILDING CODE. IRRIGATION DESIGN BASED ON "PLANTING PLAN" DATED SEPTEMBER 16. 2022. CONTRACTOR SHALL REFER TO THIS PLAN TO COORDINATE SPRINKLER LOCATIONS AND PIPE ROUTING WITH NEW AND EXISTING PLANT LOCATIONS. THIS IRRIGATION PLAN SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL INSTALL IRRIGATION TO MATCH ON SITE CONDITIONS AND TO OVERCOME THE INHERENT INACCURACIES THAT RESULT WHEN DESIGNING FROM BASE PLANS SCALED AT 1 - 10'. THIS IRRIGATION HAS BEEN DESIGNED AS A TYPICAL BLOCK VALVE TYPE USING RAIN BIRD SPRINKLERS, IN -LINE VALVES AND CONTROL SYSTEM. WATER CONSERVATION EQUIPMENT SHALL BE INSTALLED. THE SOURCE SHALL BE A 1" CITY WATER METER. CONTRACTOR SHALL VERIFY THAT CITY PRESSURE IS MAINTAINED ABOVE 50 PSI WHEN IRRIGATION IS PROGRAMMED TO OPERATE. A FLOW SENSOR SHALL BE INSTALLED TO MONITOR FLOW. BACKFLOW PREVENTION SHALL BE INSTALLED TO MEET LOCAL CODE REQUIREMENTS FOR CROSS CONNECTION CONTROL. A REDUCED PRESSURE UNIT SHALL BE INSTALLED BY OTHERS. TO ENSURE PROPER OPERATION, PRESSURE REQUIRED, SOURCE SIZE. VALVE SIZES, ZONE CAPACITIES. SPRINKLER SPACINGS, PIPE AND WIRE SIZES, INSTALLATION NOTES AND DETAILS, AND SPECIFICATIONS SHALL BE FOLLOWED AS SHOWN. PIPING PIPE ROUTING IS SCHEMATIC ONLY AND SHALL BE ADJUSTED FOR ON SITE CONDITIONS. PIPESH RBE INSTALLED TO PREVENT DAMAGE TO THE ROM SYST PIPE SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES AND PIPE MANUFACTURER'S INSTRUCTIONS. PIPE ROUTED UNDER HARDSCAPED AREAS SHALL BE SLEEVED IN SCH 40 PVC. EACH SLEEVE SHALL BE: (1) BURIED TO A MINIMUM DEPTH OF 18"; (2) TWO PIPE SIZES LARGER THAN CARRIER PIPE; AND (3) EXTENDED 3' BEYOND HARDSCAPED AREA ON EACH END. CONTRACTOR SHALL VERIFY THE SIZE, DEPTH AND LOCATION OF ALL EXISTING SLEEVES. PIPE AND FITTINGS INSTALLED ABOVE GRADE AT THE BACKFLOW PREVENTER SHALL BE SCH 40 GALVANIZED STEEL. ALL OTHER PIPE AND FITTINGS SHALL BE SCH 40 PVC. PIPE SIZED TO LIMIT FLOW VELOCITIES TO 5 FEET/SECOND AND TO LIMIT FRICTION O PIPE SHALL BE INSTALLED W SUFFICIENT DEPTH BELOW GROUND TO PROTECT IT FROM HAZARD SUCH AS VEHICULAR TRAFFIC OR ROUTINE OCCURRENCES WHICH OCCUR IN THE NORMAL USE AND MAINTENANCE OF THE PROPER, DEPTHS OF COVER SHALL MEET OR EXCEED SCS CODE 430-DD, REFER TO THE APPLICABLE DETAIL FOR ADDITIONAL INFORMATION. BACKFILL SHALL BE OF SUITABLE MATERIAL, FREE OF ROCKS, STONES, AND OTHER DEBRIS THAT WOULD DAMAGE IRRIGATION SYSTEM COMPONENTS. THE BACKFLOW PREVENTER SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL CODES AND SHALL BE LOCATED TO BE CONCEALED FROM VIEW. A GATE VALVE SHALL BE INSTALLED FOR ISOLATION. THIS VALVE SHALL BE TO LINE SIZE AND INSTALLED IN A VALVE BOX. POROUS MATERIAL SHALL BE INSTALLED PER BOX TO PROMOTE DRAINAGE. A FLOW SENNSOR SHALL BE INSTALLED TO MONITOR FLOW. THUS UNIT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SPRINKLERS SPRINKLER LOCATIONS ARE SCHEMATIC ONLY AND SHALL BE ADJUSTED FOR LANDSCAPING, SITE LIGHTING, PREVAILING WIND, UTILITIES, SIGNS, WALLS. ETC, 0 ENSURE PROPER COVERAGE WITH MINIMAL UNDESIRABLE OVERTHROW. A PRIME OBJECTIVE SHALL BE TO ELIMINATE UNDESIRABLE OVERTHROW. SPRAY HEADS SHALL BE RAN BIRD 1800. SIX INCH POP-UP TYPE SHALL BE INSTALLED IN AREAS LANDSCAPED WITH SOD AND MULCH TWELVE INCH POP-UP TYPE SHALL Bf INSTALLED IN AREAS LANDSCAPED WITH GROUND COVER AND SHRUBS AND BUBBLERS SHALL BE INSTALLED IN NARROW LANDSCAPED AREAS AND AT SELECTED TREES. POP-UP TYPE LOCATED IN SOD, MULCH, AND GROUND COVER SHALL BE INSTALLED ON FLEXIBLE SWING JOINTS CONSISTING OF THICKWALLED POLY PIPE AND 1/2' INSERT NBOWS. POP-UP TYPE LOCATED IN SHRUBS SHALL BE INSTALLED ON 1/2" SCH 40 PVC RISERS TO A HEIGHT SO SPRINKLERS ARE CONCEALED FROM VIEW EXCEPT DURING USE. BUBBLERS SHALL BE INSTALLED O RISERS AT THE TALL SHRUBS AND TREES FOR LOW LEVEL WATERSV NQRISERS SHALL BE BLACK F To BE LESS VISIBLE. EACH SPRINKLER SHALL BE EQUIPPED WITH THE APPROPRIATE MPR SPRAY NOZZLE AND SHALL BE PRESSURE REGULATED TO 30 PSI, ADJUSTMENT FEATURES OF SPRINKLERS SPECIFIED SHALL BE UTILIZED TO ENSURE PROPER COVERAGE WITH MINIMAL UNDESIRABLE OVERTHROW, LOW ANGLE, FLAT SPRAY, AND ADJUSTABLE ARC NOZZLES SHALL BE USED 0 MINIMIZE OVERTHROW. SPRINKLERS HARDSCAPED AREAS CATED ADJACENT D MINIMIZEED AREAS SHALL BE INSTALLED AWAY FROM H TO THE CHANCE OF DAMAGE BY VEHICLES, PEDESTRIANS, AND LAWN MAINTENANCE H PRESONNEL, AS A GENERAL RULE. 6' POP-UP SPRAY HEADS SHALL BE INSTALLED IN 12" POP-UP SPRAY HEADS SHALL BE INSTALLED IN 12". SPRINKLERS SHALL BE INSTALLED AND MAINTAINED AT THE PROPER HEIGHT TO ELIMINATE THE CHANCE OF INJURY TO THE PUBLIC. CONTROL SYSTEM A RAN BIRD ESP SERIES 24 VAC ELECTRIC CONTROL SYSTEM SHALL BE INSTALLED . ONE 12 STATION CONTROLLER SHALL ACTIVATE 6 IN -LINE VALVES. A RAIN SENSOR SHALL BE INSTALLED TO CONSERVE WATER CONTROLLER SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S INSTRUCTIONS. PROPER GROUNDING EQUIPMENT SHALL BE PROVIDED. CONTROLLER SHALL BE EQUIPPED WITH A SMART FLOW MODULE. CONTROLLER LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE. A 110 VAC ELECTRIC SOURCE IS REQUIRED PER LOCATION. THE CONTROLLER SHALL BE INSTALLED AS A PEDESTAL MOUNT. CONTROL LINES FROM AUTOMATIC CONTROLLER TO IN -LINE AUTOMATIC VALVES SHALL BE #14 AWG THIN WIRE WHICH SHALL BE (1) INSTALLED IN ACCORDANCE WITH LOCAL CODES. (2) INSTALLED IN PVC GRFACILI ATE TROUBLESIHOOTING, AND (5) SPLIED A7 VAL LINE, LOCATIONS. CODED SPLICES SHALL BE MADE WATERPROOF USING APPROVED METHODS_ SPARE WIRES SHALL BE ROUTED FROM THE CONTROLLER IN ALL DIRECTIONS TO THE FARTHEST VALVES CONTROLLED. AUTOMATIC VALVE LOCATIONS ARE SCHEMATIC ONLY AND SHALL BE ADJUSTED FOR ON SITE CONDITIONS EACH VALVE SHALL BE INSTALLED IN A VALVE BOX. A MINIMUM OF ONE CUBIC F007 OF GRAVEL SHALL BE PROVIDED PER BOX TO PROMOTE DRAINAGE. WATER CONSERVATION EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. THE RAIN SENSOR SHALL BE PLACED ON A STATIONARY STRUCTURE, MINIMUM OF 5' CLEARANCE FROM OTHER OUTDOOR EQUIPMENT, FREE AND CLEAR ON ANY TREE CANOPY OR OTHER OVERHEAD OBSTRUCTION. AND ABOVE E EIGHT OF SPRINKLER COVERAGE. TIMING AND PRECIPITATION TIMING OF EACH STATION SHALL BE SET IN THE FIELD TO MATCH LOCAL REQUIREMENTS. REFER TO ZONE SUMMARY CHART FOR RECOMMENDED RUN TIMES 70 APPLY 1.0INCHES/WEEK( SHRUB/BUBBLER SPNRI NoKLER SPRINKLER DETAIL (NTS) 12" POP-UP ON PVC SWING JOINT WITH RISER LOCATED IN PLANT MASS MAINTAINEDTO A MINIMUM HEIGHT OF 24', . RAIN SENSOR RS0.BEs E TRENCHING, DETAIL (NTS) NON -TRAFFIC AREAS SPRINKLER DETAIL (NTS) POP-UP SPRAY ON POLY PIPE SWING JOINT LOCATED N SOD OR MULCH SPRINKLER DETAIL (N75) 12" POP-UP INSTALLED ON PVC SWING JOINT LOCATED IN PLANT MASS MAINTAIN)=D TO A MAXIMUM HEIGHT OF iS . GATE VALVE DETAIL PEDESTAL COI SPRINKLER DETAIL (NTS) 12" POP-UP SPRAY ON POLY PIPE SWING JOINT LOCATED IN PLANTS MAINTAINED TO A MAXIMUM HEIGHT OF S. 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PHOTOMETRIC VALUES ARE IN FOOT-CANDLES AND MEASURED AT FINISHED GRADE. 2. PHOTOMETRIC VALUES WERE CALCULATED USING LIGHTING ANALYSIS SOFTWARE AGI32 VERSION 19.9 WITH MCGRAW EDISON TALON SERIES LIGHTING FIXTURES. PHOTOMETRIC SITE PLAN FULL SCALE (ARCH D)'. 1"=1010" 0 5 10 20 40 7 4 2 AECOM PROJECT MIAMI MINI PARK CLIENT CITY OF MIAMI AECOMPECOM TECHNICAL c53,INa onnweecorn corn SURVEYFR NASSOCIATES, INC HEEMPHMI IRRIGATION 22101.elloccod Blvd PROFESMORAL REGISTRATION ISSUBREVISMN MWECTNUMBER SHEET PTLE PHOTOMETRIC SITE PLAN SHEET NUMBER E-01 APPROXIMATE LOCATION OF EXISTING WOOD UTILITY POLE WITH POLE MOUNTED TRANSFORMER. POLE AND TRANSFORMER ARE TO BE RELOCATED BY FP&L TO ACCOMMODATE ARCHITECTURAL RENOVATIONS TO THE PARK. REFER TO GENERAL NOTE 6 , OR CONNECTION TO IRRIGATION CONTROLLER '2622' A it 1 T'EXISTING PANEL AND METER TO BE RELOCATED- REFER TO GENERAL NOTE 5 52 $ay52 '2622' L�IJ AND 'v -AP.T INSTALL �/` \' ��111 100: I �snlvc uFT STATION ELECTRICAL sER�nCE TO REMAIN ELECTRICAL SITE PLAN SCALE: 1" =10'-0 • 2 FULL SCALE (ARCH D). 1010'-0" 0 5 10 20 40 GENERAL NOTES: 1. ALL CONDUITS AND CONDUCTORS FOR BRANCH CIRCUITS SHALL BE A MINIMUM OF 3/4" CONDUIT AND #10 COPPER, UON. 2. ROUTE CIRCUIT 2622-1 THROUGH LIGHTING CONTACTOR. REFER TO LIGHTING CONTROL DIAGRAM ON SHEET E-05. 3. COORDINATE EXACT LOCATION OF ALL EQUIPMENT PROVIDED BY OTHERS AND EXACT ELECTRICAL CONNECTION AND CHARACTERISTICS. 4. PANEL '2622' SHALL BE LOCATED IN LANDSCAPED AREA, COORDINATE EXACT LOCATION WITH LANDSCAPING AND MAINTAIN ALL WORKING CLEARANCES. 5. EXISTING PANEL AND METER TO BE RELOCATED BY CITY OF MIAMI. ELECTRICAL CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH THE CITY AND UTILITY COMPANY FOR THE NEW AND RELOCATED ELECTRICAL SERVICES. 6. EC SHALL COORDINATE WITH FP&L THE RELOCATION OF EXISTING WOOD UTILITY POLE AND TRANSFORMER. NEW PANEL '2622' SHALL BE FED FROM THE NEW POLE AND TRANSFORMER LOCATION. 7. ELECTRICAL CONTRACTOR SHALL FIELD ADJUST TYPE 'S2' LIGHTING FIXTURES TO ILLUMINATE ART COLUMNS FOR OWNER'S APPROVAL. 4 2 AECOM PROJECT MIAMI MINI PARK CLIENT CITY OF MIAMI CONSULTANT AECOM .00FI TECHNICAL SERVICES, INC weecorn corn SUBOONSULTANTS SURVEY IRRIGATION PROFESSIONAL REGISTRATION ISSUBREVISMN NET P AN PROJECT NUMBER SHEET TITLE ELECTRICAL SITE PLAN SHEET NUMBER E-02 C A EXSISTING POLE MOUNTED XFMR GRADE PROVIDE PLAQUE INDICATING AVAILABLE FAULT CURRENT OF 4826 AMPS CALCULATED ON 04j08/2022. 0 METER MAIN SERVICE DISCONNECT PANEL '2622' 5PD LCP SIDE VIEW UTILITY METER LCP 7" REFERENCE NOTES: 1. EXISTING POLE MOUNTED UTILITY TRANSFORMER ON EXISTING UTILITY POLE TO BE RELOCATED BY FP&L. POLE MOUNTED UTILITY TRANSFORMER SECONDARY CHARACTERISTICS: 120/240V, 1-PHASE, 3-WIRE. POLE MOUNTED XFMR IS ASSUMED TO BE 50 KVA WITH 10,417 AIC RATING AT SECONDARY. COORDINATE RELOCATION WITH UTILITY. 2. NEW 200A FEED-THRU UTILITY METER SOCKET AND METER. EXTEND 04 CU GROUNDING CONDUCTOR TO 3/4"X10' LONG COPPER -CLAD GROUND ROD. 3. NEW SERVICE ENTRANCE RATED PANELBOARD. PROVIDE LABEL INDICATING "MAIN SERVICE DISCONNECT' ON EXTERIOR OF ENCLOSURE. 4. TYPE 1 SPD. PROVIDE #6AWG LEADS IN 3/4" NIPPLE. 5. UTILITY PULLBOX COORDINATE EXACT LOCATION WITH FP&L AND LANDSCAPING. COORDINATE WITH FP&L FOR SIZING REQUIREMENTS. 2"C FOR BRANCH CKT CONDUCTORS CONTROLLED VIA 6. SERVICE LATERAL CONSISTING OF 3 01 CU, IN 1-1/2" CONDUIT. PROVIDE CONTRACTOR SUFFICIENT LENGTH OF CONDUCTOR INSIDE HANDHOLE OR AT BASE OF POLE FOR FP&L TO CONNECT CONDUCTORS TO XFMR. 10'-0" MIN 10'-0" MIN POWER RISER DIAGRAM PANEL '2223' FRONT PANEL VIEW SCALE: N.T.S. SIDE VIEW FRONT METER VIEW 4" UTILITY UTILITY METER (F.\PANEL AND METER MOUNTING DETAIL r PER FPL STANDARDS SCALE: N.T.S. 7. 3 01 CU, 1 06 CU G N D, IN 1-1/2" CONDUIT. 8. 24"X24"X6"DEEP NEMA 3R LOCKABLE HINGED COVER CONTACTOR CABINET, REFER TO EXTERIOR LIGHTING CONTROL CABINET DIAGRAM ON E-05. 9. 120 VOLT PHOTOCELL TO CONTROL CONTACTOR. 10. 04 CU GROUNDING ELECTRODE CONDUCTOR (GEC), BOND NEUTRAL -GROUND IN PANELBOARD, EXTEND GEC TO (3) 3/4"X10' LONG COPPER -CLAD GROUND RODS. 11. SECONDARY 120/240 VOLT SINGLE PHASE CONDUCTORS EXTENDED FROM EXISTING/RELOCATED XFMR TO NEW PANELBOARD. CONDUCTORS ROUTED DOWN THE POLE TO UTILITY PULLBOX. EC SHALL COORDINATE CONNECTION REQUIREMENTS WITH UTILITY PRIOR TO BID. UTILITY METER GENERAL NOTES: 1. METER, PANEL, AND LIGHTING CONTROL PANEL SHALL BE MOUNTED TO 6" SQUARE CONCRETE POSTS. POSTS SHALL BE DIRECT BURIED A MINIMUM OF 4' BELOW GRADE. 2. TYPICAL GEAR DIMENSIONS ARE SHOWN IN MOUNTING DETAILS, ALL DIMENSIONS SHALL BE VERIFIED WITH SHOP DRAWINGS DATA AND FIELD CONDITIONS. 4 3 2 AECOM PROJECT MIAMI MINI PARK CLIENT CITY OF MIAMI 3054101300.1 CONSULTANT AECOM meows corn SUOCONSULTANTS SURVEY IRRIGATION ME Hollow. Blvd PROFESSIONAL REGISTRATION ISSUERILVISPII PROJECT NUMBER SHEET PTLE RISER DIAGRAM SHEET NUMBER E-03 LIGHTING FIXTURE, SEE LIGHTING FIXTURE SCHEDULE FOR TYPE. PRESTRESSED CONCRETE, SQUARE TAPERED POLE. RATED FOR 180 MPH WIND SP EEDSAS DESCRIBED IN FLORIDA BUILDING CODE. APPROXIMATELY 3" X 5" HANDHOLE AT48" AFG, SEE NOTE#6 WEATHER-PROOF JUNCTION BOX SIZED PER NEC. PULLBOX SIZED PER NEC AS MANUFACTURED BY QUAZITE. SEE NOTE #5 CADW ELD CONNECTION 3/4" x 10' COPPER CLAD GROUND ROD GENERAL NOTES. LENGTH AS REQUIRED TO SATISFY GENERAL NOTE#1 (5'-0" MINIMUM) CONDUIT TO ADDITIONAL POLES OR HOMERUNS. SEE ELECTRICAL PLAN FOR SIZE AND NUMBER OF CONDUITS. — #4 BARE COPPER GROUND WIRE 1. CONTRACTOR TO SUBMIT DESIGN WIND LOAD CALCULATIONS CERTIFYING CONFORMANCE OF POLE ASSEMBLY AS DICTATED BY THE FLORIDA BUILDING CODE. EACH CALCULATION SHALL BE SIGNED AND SEALED BY A STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER. 2. FURNISH AND INSTALL BUSSMAN "TRON" TYPE "HEB"IN-LINE WATERPROOF FUSE HOLDERS. FUSE WITH BUSSMAN TYPE "FNM" FUSES, FUSED AT 1.0A. LOCATE FUSES IN POLE HAND HOLE. 3. COORDINATE ALL WORK WITH LANDSCAPE PLANS. 4. POLES SHALL BE FACTORY EQUIPPED WITH GROUNDING STUDS. #4 MINIMUM EQUIPMENT GROUNDING CONDUCTOR SHALL BE BONDED TO THE GROUND STUD. 5. PULLBOX MANUFACTURED BY QUAZITE W/15,000 LBS DESIGN LOAD TO HAVE HEAVY-DUTY COPOLYMER FULL D.O.T. TRAFFIC RATED HANDHOLE WITH COVER (COVER TO READ "ELECTRICAL"). FURNISH AND INSTALL GRAVEL (1FT.) IN BOTTOM OF PULLBOX FOR DRAINAGE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. FIELD COORDINATE LOCATION OF PULLBOX WITH LANDSCAPING. 6. ROUTE CONDUIT CONTINUOUSTHRU POLE ASSEMBLY AND TERMINATE WITH INSULATION BUSHING AT HAND -HOLE WINDOW. LIGHTING FIXTURE POLE DETAIL SCALE: N.T.S. A 120/240V., 14,, 3W 125A, MCB KAIC MIN. PANEL' 2622' SCHEDULE SE SURFACE MOUNTED SER NEMA TYPE 3R CKT. N0. KVA BKR WIRE SIZE CON DUIT LOAD TYPE CKT. NO KVA BKR WIRE 512E CON DUIT LOAD TYPE 1 0.3 20 10 3/4" PARK LIGHT POLES LTG 2 20 SPARE 3 0.2 20 10 3/4" IRRIGATION CONTROLLER REC 4 0.2 20 10 3/4" PHOTOCELL&TIMECLOCK MISC 5 20 SPARE 6 20 SPARE 7 20 SPARE 8 20 SPARE 9 20 SPARE 10 20 SPARE 11 SPACE 12 SPACE 13 SPACE 14 SPACE 15 SPACE 16 SPACE 17 SPACE 18 0.0 30 SPD 19 SPACE 20 0.0 TOTAL CONNECTED LOAD 0.7 KVA I TOTAL DEMAND LOAD 0.8 KVA TOTALCONNECTED LOAD OT AND LOAD LIGHTING 12.6 NEC MAC NEC 430.24 100% LARGER OF HEAT/COOL 0.4 KVA RECEPTACLES 0.2 KVA 0.2 KVA MOTORS 00 KVA 0.0 KVA MISCELLANEOUS 0.2 KVA 022 KVA HEATING 0.016VA 0.0 KVA COOLING 0.0 KVA 3 AMPS 6 Xref ..\10-REFERENCE\Title Block\Title Block 24x36 SilverBluff.dwe 4 3 2 AECOM PROJECT MIAMI MINI PARK CLIENT CITY OF MIAMI CONSULTANT AECOM =,141:=11,,,ItICAeL.SERVICES, INC weecom corn SUOCONSULTANTS SURVEY FIR ALP., ASSOCIATES, INC IRRIGATION linInnonod Blvd PROFESSIONAL REGISTRATION ISSUERILVISPII PROJECT NUMBER SHEET PTLE ELECTRICAL DETAILS SHEET NUMBER E-04 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING VOLT LAMPS MANUFACTURER CATALOG NUMBER INPUT WATTS 51 AREA POLE MOUNTED LIGHTING, LED FIXTURE WITH TENON ARM AND TYPE IV DISTRIBUTION. BRONZE FINISH. PROVIDE WITH MANUFACTURER APPROVED "BIRD-DETERANT" POLE MOUNT AT 15' ON CONCRETE POLE, UON. REFER TO SITE FIXTURE POLE DETAIL 120 LED-3000K 70 CRI, 11,800 LUMENS COOPER - MCGRAW EDISON TLM-E04-LED-El-T4-7030-BIRD DETERANT 97 ACUITY - LITHONIA EQUIVALENT 97 PHILIPS - GARDCO EQUIVALENT 97 S1H AREA POLE MOUNTED LIGHTING, LED FIXTURE WITH TENON ARM AND TYPE IV DISTRIBUTION WITH SPILL CONTROL AND HOUSE SIDE SHIELD. BRONZE FINISH. PROVIDE WITH MANUFACTURER APPROVED "BIRD-DETERANT" POLE MOUNT AT 15' ON CONCRETE POLE, UON. REFER TO SITE FIXTURE POLE DETAIL 120 LED-43000K, 70 CRI, 11,800 LUMENS COOPER - MCGRAW EDISON TLM-E04-LED-ES-SL4-H55-7030-BIRD DETERENT 97 ACUITY - LITHONIA EQUIVALENT 97 PHILIPS - GARDCO EQUIVALENT 97 52 GROUND MOUNTED LED LIGHTING FIXTURE FLUSH WITH GRADE, WITH 22 DEGREE ANGLE ADJUSTMENT, 360 DEGREE ROTATION, AND 25 DEGREE NARROW LIGHT. ALUMINUM FINISH. PROVIDE WITH MANUFACTURER APPROVED MOUNTING HARDWARE. UL WET LISTED GROUND MOUNT AT FINISHED GRADE APPROXIMATELY 12" FROM COLUMN. 120 LED-4000K, 340 LUMENS COOPER - LUMIERE 696-8LED3025-120/12 (INTEGRAL TRANSFORMER) VERIFY FINISH WITH OWNER 10 MJ LIGHTING SHERWOOD 3 SERIES 10 ACUITY - LITHONIA EQUIVALENT 10 ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING DD 51 LED POLE MOUNTED SITE LIGHTING FIXTURE. LETTER INDICATES FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. PROVIDE QUANTITIES AS SHOWN ON DRAWINGS AND TYPE AS INDICATED IN FIXTURE SCHEDULE. O INDICATES POLE NUMBER. SEE LIGHTING FIXTURE SCHEDULE S2 LED GROUND MOUNTED LED LIGHTING FIXTURE. LETTER INDICATES FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. PROVIDE QUANTITIES AS SHOWN ON DRAWINGS AND TYPE AS INDICATED IN FIXTURE SCHEDULE. 120 VOLT CONTROL CIRCUIT (2622-4) EXTERIOR LIGHTING CONTACTOR (2622-1 AND 2-SPARE) GENERAL NOTES: 1. LIGHT CONTROL SHALL BE PHOTOCELL "ON", TIMECLOCK "OFF". MOUNT ALL COMPONENTS SHOWN IN A NEMA 3R LOCKABLE ENCLOSURE, U.L. LABELED, WITH A MANUFACTURER MOUNTED STEEL BACK PLATE. ARRANGE ENCLOSURE TO HOUSE ALL COMPONENTS SHOWN, SUBMIT DIMENSIONED DETAIL OF ENCLOSURE SHOWING PLACEM ENT OF TERMINAL STRIPS, TIMECLOCK, LIGHTING CONTACTOR, AND MAINTENANCE OVERRIDE SWITCH TO THE ELECTRICAL ENGINEER FOR APPROVAL. LAMINATE ONE COPY OF THIS DETAIL AND SECURE IT TO THE INSIDE DOOR OF THE ENCLOSURE. MOUNT CONTACTOR ENCLOSURE ADJACENT TO PANELBOARD. STT1= MAINTENANCE OVERRIDE SWITCH, PUSHBUTTON TIMER SWITCH (WATTSTOPPER TS-4000R EQUAL) LOCATED INSIDE CONTACTOR CABINET. T1 Cl 120V PHOTOCELL, TORK, INTERMATIC, OR EQUAL. MOUNT ON SIDE OF CONTACTOR CABINET AND FACE NORTH. = ASTRONOMICAL, 120V TIMECLOCK. TORK, INTERMATIC, OR EQUAL. 30A FULLY -RATED, 3-POLE NORMALLY OPEN ELECTRONICALLY HELD LIGHTING CONTACTOR WITH 120 VOLT HOLDING COIL. SQUARE-D TYPE 8903 OR EQUAL. EXTERIOR LIGHTING CONTROL CABINET DIAGRAM -'LCP' SCALE: N.T.S. WP/GF" DUPLEX RECEPTACLE. (20A., 125V.). WP/GFI DENOTES GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE IN WEATHERPROOF WHILE -IN -USE LOCKABLE, METAL COVER. MOUNTED ON CONCRETE POST ELECTRICAL UTILITY METER 120/240 VOLT, SINGLE PHASE 00 JUNCTION BOX OR OUTLET BOX, 4" SQUARE BOX UNLESS OTHERWISE NOTED AS NOTED POWER PANELBOARD 120/240 VOLT, SINGLE PHASE MOUNTED ON CONCRETE POST / 2 2 2 UNDERGROUND CONDUIT 2622-2.4 HOMERUN TO PANEL, 2622 INDICATES PANEL, NUMBERS AFTER DASH INDICATE CIRCUIT. NOTE: ANY CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES A TWO WIRE & EQUIP. GROUND CIRCUIT. A GREATER NUMBER OF WIRES 15 INDICATED AS SHOWN: (3 WIRES & EQUIPMENT GROUND) SEE GENERAL NOTES ABBREVIATIONS A A.I.C. AFG ATS AVG. AWG C. CCTV CU COMM. ETC. EQUIP. GEC GFI GND 18 KVA KW LED AMPS AMPERE INTERRUPTING CAPACITY ABOVE FINISH GRADE AUTOMATIC TRANSFER SWITCH AVERAGE AMERICAN WIRE GAUGE CONDUIT CLOSED CIRCUIT TELEVISION COPPER COMMUNICATION ET CETERA EQUIPMENT GROUNDING ELECTRODE CONDUCTOR GROUND FAULT INTERRUPTER GROUND JUNCTION BOX KILOVOLT AMPERES KILOWATT LIGHT EMITTING DIODE LFMC LTG MAX. MCB MIN. M.LO N.T.S. 0 PNL PVC RGS 5ER 5PD TYP. UON V WP XFMR LIQUID -TIGHT, FLEXIBLE, METAL CONDUIT LIGHTING MAXIMUM MAIN CIRCUIT BREAKER MINIMUM MAIN LUGS ONLY NEUTRAL NOT TO SCALE PHASE PANEL POLYVINYL CHLORIDE RIGID GALVANIZED STEEL SERVICE ENTRANCE RATED SURGE PROTECTIVE DEVICE TYPICAL UNLESS OTHERWISE NOTED VOLTS WEATHERPROOF (NEMA 3R) TRANSFORMER GENERAL PROJECT NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENTLY ADOPTED EDITION OF NATIONAL ELECTRICAL CODE AND SHALL ALSO COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF LOCAL AND STATE LAWS AND ORDINANCES. CONTRACTOR SHALL MAKE A THOROUGH EXAMINATION OF THE SITE AND THE CONTRACT DOCUMENTS. NO CLAIM FOR EXTRA COMPENSATION WILL BE RECOGNIZED IF DIFFICULTIES ARE ENCOUNTERED WHICH AN EXAMINATION OF SITE CONDITIONS AND CONTRACT DOCUMENTS PRIOR TO EXECUTING CONTRACT WOULD HAVE REVEALED. ELECTRICAL CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY PERMITS, LICENSES, UTILITY COORDINATION, AND INSPECTIONS AS REQUIRED BY THE CITY OR UTILITY COMPANY. CONTRACTOR 15 RESPONSIBLE FOR ALL EQUIPMENT REQUIRED BY UTILITY COMPANY AND SHOULD INCLUDE NECESSARY COSTS IN BID. CONTRACTOR SHALL MAINTAIN AN UP TO DATE AND LEGIBLE SET OF AS -BUILT DRAWINGS ON SITE AT ALL TIMES TO REFLECT AS -BUILT CONDITIONS. GENERAL LIGHTING FIXTURE NOTES: 1. THE CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE IN ALL RESPECTS ALL LIGHTING FIXTURES LISTED IN THE FIXTURE SCHEDULE. THE CONTRACTOR SHALL SUBMIT CATALOG CUTS OF ALL THE FIXTURES TO THE ENGINEER. THESE CUTS SHALL BE SUBMITTED IMMEDIATELY AFTER THE CONTRACTOR HAS RECEIVED AN APPROVED MATERIAL LIST FROM THE ENGINEER. 3. IF ALTERNATE LIGHTING FIXTURES ARE SUBMITTED, EC SHALL PROVIDE AT A MINIMUM: 3.1. PHOTOMETRIC CALCULATIONS FOR ALL SITE LIGHTING AREAS INDICATING POINT -BY -POINT LIGHT LEVELS, MAX:MIN RATIOS, AVG:MIN RATIOS, LIGHT LOSS FACTORS, ETC. 3.2. DATA SHEETS AND SHOP DRAWINGS SHALL INDICATE LUMEN OUTPUT, INPUT WATTAGE, VOLTAGE, HOUSING MATERIAL AND FINISH, DIMENSIONS, COLOR RENDERING INDEX, COLOR CORRECTION TEMPERATURE, EFFECTIVE PROJECTED AREA, ETC. COORDINATE ALL LOCATIONS OF LIGHTING FIXTURES WITH EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, WITH PARTICULAR ATTENTION TO UNDERGROUND UTILITIES, CONDUITS, PIPES, ETC. UTILITY CONTACTS FLORIDA POWER AND LIGHT CONTACT: RENE MARTIN RENE.MARTIN@FPL.COM OFFICE #305-377-6107 4 2 AECOM PROJECT MIAMI MINI PARK cgOlFrenne CLIENT CITY OF MIAMI CONSULTANT AECOM.001, TECHNICAL SERVILE, INC SUOCONSULTANTS SURVEY FIR NASSOCIATES, INC IRRIGATION 2210 Blvd PROFESSIONAL REGISTRAO011 PRCLIECT NUMBER SHEET PETE ELECTRI CAL LEGEND SHEET NUMBER E-05 ELECTRICAL SPECIFICATIONS PADESRT GENERAL [26 05 01] ON A. FurniNsh and install electrical systems, materials, equipment, and thespecifications a , eiions it and drawings. Capacities and ratings of conductors o and cable, and other itemsand arrangements for the specified items are own on the drawings. B. Conductor ampacities specified or shown on the drawings are based on copper conductors, with the conduit and raceways sizea per NEC. Aluminm conductor_ are prohibited. 1.2 CODES AND • ecurrently adopted editions of F_a s Pr g Coae odBC7, FOorlaa _ _ Code (FFPC)\- - cal t Laboratories, o 0 (UL)5 and Cationa_ Fire Protection Association (NFPA) coaes and standards are he minimum requirements h formaterials and s ao _ _ and equipment shall be Listed, labeled, or certified bya Nationally Recognized Testing Laboratory (ERTL) to nee Underwriters Laboratories, Inc. (UL) 1 MATERIALS Q PMENT Materials and equipment A furnished shall be of current production by manufacturers 1 regularly engaged itthe -nufacture of such items, and a for wftbreplacement Materials d e navailable. equipmentfurnished shall bean and shah have superior uality and freshness. B. When more than one unit of the same clss or type of materials and equipment ,pment i required, such tssbe the product of a manuf acturer. facturer. materialsC. d equipment shad.' be pro during shipment d storage against phsica age corrosive substances vermin, moisture, ld and rain. 1. Damaged equipment shall be repaired orreplaced, as determined bby o architect, or engineer. 2. Damaged paint on equipment shall be refinished w h the same quality of paint and workmanship as used by the manufacturer so repaired areas are not obvious. 1.4 WORK PERFORMANCE A. All electrical work shall comply with the requirements_ of P A 70 (NEC) and NFPA 70E, and other s_ ereference required by contract. B. Electrical workshall be accomplished with all affected circuits equipment de -energized. When a electrical outage t cannot be accomplished i thismanner atm n r for the required work, the following requirements are mandatory: 1. Electricians m st use full protective equipment (i.e., ett'f,e an tecteci insulating maerial to cover exposed energized electrical components, certified and tested insulated t c ) 2. Before initiating - ing any work, a job specific work plan must be developed by the Contractor h a peer review conducted anddocumentedeew by the Engineer. The work plan must incluae procedures to be used on dner he live equipment, barrier s to be installed, safety eauipment to be used, an itpathways. 2. Work on eterg-od circuits o equ ipment pment c begin until prtsr written approval is obtained from o architect, o_ engineer. work that affects existing systems, a_ electrical arrange, phase end perform work t in inormal functi onsof g of the facice lity. D New work shall be installed and con nected existing work atly, safelyand professionally. Disturbed or damaged work hall be replaced or repaired to its prior conditions. E.Coordinate location of equipment and conduit with other trades to minimize interference. F. top: Where conduits, wireways, a other ecz cal raceways pass through fire partitions, fire walls, smoke partitions, -tall op that p a fire effective barrier against the spread of fire, smokend gases in accordance fire penetration tar__. EQUIPMENT IDENTIFICATION A. e permanent equipment identification signs which clearly dilateInformation required for use ana of initems such as breakers, individual devices, t br and other significant equipment. uipment identification signs shall be laminated black phenolic resin with a white core h engraved lettering. Lettering sha- b minimum nmum of 12 om (1/2 'h) high. Identification g h -- indicateequipment endesignation, rated bus amperage, voltage, umber of phases, and number of wires. Secure nameplates with screw_ or rivets. 1 A. SUBMITTALS Submit shop drawingsand of of materials and equipo be provided such as lighting fixtures, wiring devices, and other significant equipment. B.Prior to submission for engineer's review, the Contractor shallreviewthe shop drawings and data sheets for conformance with design drawings, and provide a imp, signature, and/or cover letter indicating "that submittal has been reviewed for compliance with design documents'. C. All submittals_ shall include adequate descriptive literature, log cut, shop drawings, _ reports, certifications, samples, and other data necessary t materials and equipment coepLy with drawing and specification requirements. - og c submitted for apptova- shay- be legible and ciear, taentsfy specific m equipment being ssubmtted. while working o energized 1, WARRANTx systems i coraance with - work performed a nd aLL equipment a a a-- furnished undethisCvon shall be free from defects and ,hail re. aim , o for a period of e yearfromthe date of entire cep-tance of the o_ta on by the owner. PART 2 - CABLES AND CONDUCTORS [26 05 19] 2.1 PRODUCT conductors shall be copper. B. Single Conductor and Cable: 1. No. 12 A G: Minimum size, , unless otherwise noted. 2. No. 10 AWG and smaller: except shall be stranded for final connection nsformersand vibrating equipment. 3. No. 8 AWG and larger: Stranded. 4. Insulation: THHN-THWN and XHHW-2. C.Color Code: 120/240 V PHASE Neutral Ground Black Rea White Green NG 2 CONTROLA.Unless otherwise specified elsewhere in these specifications, control wiring shall be as specified herein, except that the minimum all be t ielessthan tNo. 14 An 2.3 SPLICES A. Splice conductors only i outlet boxes, junction boxes_, pillboxes, or handholes. .Splices in panelboards, switchboards, b that contain overcurrent protection are not permitted. PART 3 - GROUNDING AND BONDING [26 05 26] 3.1 Equipment A.grounding conductors: 1. No. 10 AWG and smaller shall be insulated solid copper. 2. No. 8 AWG and larger shall be insulated stranded copper. B.Bonding conductors: 1. No. 10 AWG and smaller shall be bare solid copper. 2. No. 8 AWG and larger shall be bare ,tram ed copper. C. Conductor sizes snailo not be _ than shown o he drawings. 3.2 GROUND CONDUCTORS Inaccessible A. nd Locations: Below Exothermic-welded type tconnectors. B. Above Grade: 1. N. 8 AWG and larger, use compression -type connectors. 2. FOr wire- maller than 8 A use mechanical type uNG. 3 INSTALLATION A Equipment Metallic pping, building structural iel, electrical enclosures, raceways, junction boxes, leboxes, cabinets, machine frames, , and other conductive closeitems in circuits, with electrical - shall be bonder and grounded. B Telecommunications Grounding: Install No. 6 AWG minimum at communications backboards, ackscabinets, and enclosures arc connect to nearest grounding electrode conductor, building steel, or main grounding bar. AMATERIAL RACEWAYS AND BOXES [26 05 33] P A.C$nduu_t: 1 . a Minimum 1/2 inch above grade, minimum 3/4 h below grade• 2. Galvanized Rigid Steel Conduit (GEC): a. Standard threaded couplings, ocknuts, bushings, conduit bodies_, and elbows: Only eel or malleable iron materials are acceptable e 3. Plastic onduat (PVC): a Schedule 90 PVC and fittings_ for use - underground installations s- s only, 3/4 inch minimum. b Pve conduits sha convert to EMC t 90 degree bend prior to penetrating slab or grade c. All underground conduits sentering building from the exterior sha-1 be sealed. B Outlet, Junction, and Pull 1.BRustproof cast metai where required by the NEC o_ shown on drawings. 2. Sheet M a l Galvanized steel, except where shown on drawings. 2 m 9" square boxes shall Abe installed. C Metal wways Equip with hinged c covers, except a_ shown on '- wings. Include couplings, offsets, elbows, expansion joints, adapters_, hold-down straps, end caps, another fittings_ t match and m with wiways_as -red for a complete system PART 5 - PANELBOARDS [26 24 16] LBOARDS 5.1 A. Pane -boards shall have m-'n breaker or main ugs, bus size voltage phases, number of circuit breaker mounting spaces, flush or , urface mounting, branch circuit breakers, and accessries as shown on the drawings. B. panelboards shall be completely factory -assembled with circuit breakers and integral accessories shown on thedrawings. C. Neutral bus shall be 100% rated, mounted on insulated supports. D. Grounding bus bar shall be equipped with screws r lugs for the connection of equipment grounding conductors. Bus bars shall be braced for the available short-circuit current as shown on the drawings, but not be less than 10,000 A symmetrical for 120/208 V and 120/240 V panelboards, and 14,000 A symmetrical for 277/480 V panelboards. E. Enclosures and Trims: 1.Provide galvanized steel enclosures,with NEMA 9 rating a shown on the drawings or required for the envme tal conditions in which installed. 2. Enclosures may be of one-piece formed steel or of formed sheet steel with end and side panels welded, riveted, o bolted as required. 3.Provide manufacturer's standard option for pre punk ched knockouts o top a d bottom dwalls. F. Grounding bus bar shall be equipped with screws r lugs for the connection of equipment grounding conductors. 5.2 CIRCUIT BREAKERS A. Circuit breakers shall be bolt -on type. B. For circuit breakers being added to existing panelboards, coordinate the breaker type with fisting panelboards. Modify the panel directory accordingly. 5.3 INSTALLATION A. Install a printed schedule of circuits in each panelboard. Schedules shall reflect final load descriptions, room umbers, and room names connected to each circuit breaker. Schedules shall be printed on the panelboard directory cards and be installed is the appropriate panelboards. B. panelboard enclosures sll not be used for conductors feeding through, spliced, o tpping off to other t re ordevices. 5.4 INSTALLATION A updated printed schedule of circuits t each panelboard effected bythis project Schedules shall of e final load descriptions connected to each csrcuit breaker. Schedules shall be printed on the panelboard directory card_ and be installed in the appropriate panelboards. B Panelboard enclosures shall t be used for conductors feeding through, spliced, or tapping off to other enclosures or devices. PART 6 - WIRING DEVICES [26 27 26] 6.1 PRODUCTSA. GFCI Duplex Receptacles: - cal -grade, single phase, 20hmpere, 120 volts, 2-pole, :_ MMA 5-20R, with Lockable metal while -in -use B. Groundinterrupter { Duplex Circuit ceptaoes: Shall be an integral unit,c, - ial-grade, suitable formounting in standard outlet box, and where exposed to ether shall be "weather resistant" labeled. C Toggle Switches shall be rated 20 amperes at 277 Volts . D. c color, with c ,shah be A Ivory iithny'_on w - plates of same color and fan sh. SWITCHES [26 29DISCONNECT SAFETY 7.1 PRODUCTS exterior the ocat ohs. 3R for .Where the types of switch shown, they h -_ be the t th types most suitabLe for h v- onmen ood-6 ohs. .Sha- be Heavy Duty Type. ]. AClass L time F delayfor 1. 800 amps and greater. 2 Class RK1, time delay for 600 amps or less. BranchB. Circuits. Motor HClass RK1, time delay. C. Other Branch circuits: 1. Class S, time delay. 2 Class RKSnon time delay. 7.3 INSTALLATION ss A.Fused cheshall be furnished complete with fuses. Arrange fuses such that rating {information is readable without removing the fuses. permanent dab,' for indicating and es disconnects 'page, panel name, circuit number(=), and equipment being served. EXTERIOR LIGHTING FIXTURES [26 50 00] 8.1 LED LIGHT FIXTURES A. 1.LED drivers shall H2O 277 volts_ rated and Total zs r ion. Sc Do209. 2. L modules shall be a minimume70 and color temperature 4000° K unless otherwise specified i LIGHT NG FIXTURE nD�e. SCHEDULE. MountedB. Area Pod 1. d for t listed and rat operation n betweedsius,n -eaters 90 grew sus, Greater than 0. st•5ig-otocc Eons=. A.Incivae data sheet for e h fixture defining features, accessories, and finishes provided. B Include physical description and dimensions of each lumina -re. C.Include life, output (lumens, CC and CRI), and energy -efficiency data. D. Include the fixture as, embly "Full Load Amps" a DefinedVoltage', and fixture to be labeled with this information. E. FOR each substitute fixture submit S photometric data files electronically and hard copy and adjustment factors based o laboratory tests, complying with IE S t Lighting M Testing and Calculation aGuides, ofeach luminaire type. F. 1. Include data on construction details, profiles, E cable materials, dimensions, weight, ghtit ra ted eddesign load, and length of individual components. 2. Submit signed and sealed pole a slgneOdrawing for each pole. oDesign shall be based on defined - where the p e_ are to be instalLed. SED e.3 e A.Conp-y , POLES with CONCRETE 1085a na manufactured by centrifugal spin -casting process, or manufactured by static casting method. 1. Shape. Square, tapered. 2Mounting Provisions Embedded. 3 Finishing: Capped at top and plugged at bottom. Seat each enforcing strand with epoxy adhesive. 9. Grounding: Continuous copper ground wire cast into pole. Terminate p of pole and attachto 24-inch lighting rod 5. Provide two (22) raceways in poles that support components that require ergy limited wiring plus power wiring, unless otherwise noted. B Concrete: Minimum 28-day compressive strength of7,000 psi. C Cured with wet a ste m and aged for a minimum of 15daysprior t installation. Fasteners:c. Stainless steel, size and typeas determined ined by manufacturer. Compatible with poles and standards as well as the substrates t which poles and andards are fastened and shall not cause galvanic action at contact points. E. Nameplate: Aluminum cast o pole i wall a approximatelya5feet above ground line, listing n of manufacturer, project Identifier, call height, and approximateweight. F. ti subm�iRttal,Nstall to depth,but not e less than on sixth (1/6) of pole height. Add backfill in 6-inch to 5-inch layers, tamping each layer e before adding the a plumb installation, c continuously check pole orientation with plumb bob while tamping. Clearances: Con{ractor is responsible for locating and siding all existing underground systems, including but not limited to piping, conduits, utilities, eta s=-built, of underground _ystems are not available. END 4 2 AECOM PROJECT MIAMI MINI PARK CLIENT CITY OF MIAMI AECOM LES Nc E2TZ2=61 Sal" SURVEY COS 561 MC. IRRIGATION PROFESSIONAL REGISTRATION ISSURPEVISION PET 13 AN PROJECT NUMBEN 6.21.3 SHEET TITLE SPECIFICATIONS SHEET NUMBEN E-06