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'G1Tv op CITY OF MIAMI 4" F OFFICE OF CAPITAL IMPROVEMENTS * I N C 0 R P BRAT10 ,R NR HECTOR BADIA, OCI DIRECTOR 1 R 10 MIAMI MINI PARKS CLIENT City of Miami 1114111111 Mayor Francis Suarez City Manaqer Arthur Nonage 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 A=COM CONSULTANTS PILL F.H. Alma n 6 0.ssociG111200 nc. 2210 101,00 d "u-1 Hok—od, FL 33020 COMMISSION DISTRICT 4 PARK PROPERTIES DOG RUN PARK CITY OF MIAMI PROJECT No. B193522A AECOM PROJECT No. 60622732 90% CONSTRUCTION DOCUMENTS FEBRUARY 08, 2023 2201 SW 26th Street, Miami, FL 33133 STEEL o°;oa,21 GENERAL ;T OF CUANTinEs CS 11 GRADNG DRAINAGE PARK PLAIN N/A CS 13 DRAINAGE CROSS SECTION x CS Ol DRAINAGE CROSS SECTION x CS 18 DRAINAGE DETAILS x CS 20 NEW FENCE AND DRAEWAY FOR EXIST ME WASD x CS 21 FENCE DETAIL x Misc Landscape Architectural Services -Continuing Services for Misc Project with AECOM Technical Services, Inc (RFQ No. 14-145-036) Project Number: 606 22732 City of Miami - Mini Parks CD's - 261h Street Dog Run - — — — — — — — — — — rre�s� Arno a vnwa lop yI oC 0 01.. n..o. �a �a a zbcrs.r 11 W V �. . re grnm a �mem (� (C) ITN o N 2 4 ® su e ply 1 5z ui orereM^urem I fig wa rs m (wm7 77 II . wAx �� L E= A s' LOCATION MAP (MS) ry 77 )a S. 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EXISTING TOPOGRAPHIC AND TREE LOCATION INFORMATION HAS BEEN OBTAINED FROM THE SURVEY PREPARED BY: F.R. ALEMAN & ASSOCIATES, INC. ON D1/24/2022. 2. ALL ELEVATIONS REFER TO THE CITY OF MIAMI VERTICAL DATUM (MLW). CONVERSION FACTOR TO CONVERT FROM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) TO CITY OF MIAMI DATUM (MLW) IS (+)1.82 FEET. 3. 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 4. IN ACCORDANCE WITH THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) No = 120650, PANEL= 0476. SUFFIX L, THIS PROJECT IS LOCATED IN FLOOD ZONE Y. 5. ALL PUBLIC LAND CORNERS AND MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED BY THE CONTRACTOR AS FOLLOWS: CORNERS AND MONUMENTS IN CONFLICT WITH THE WORK AND IN DANGER OF BEING DAMAGED, DESTROYED OR COVERED 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. 7. 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 CI1Y'S PUBLIC WORKS DEPARTMENT. 9. 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). 10. 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. (B11) TO ASSURE THAT ALL UTILITIES HAVE BEEN IDENTIFIED. 12. THE CONTRACTOR SHALL NOTIFY THE CITY IN WRITING AT LEAST 4B 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. ALL EXISTING ROCK BASE MATERIAL WHICH IS REMOVED IS TO BE INCORPORATED IN THE STABILIZED PORTION OF THE SUBGRADE, AS DIRECTED BY THE ENGINEER. 22. NONE OF THE EXISTING ROCK BASE THAT IS REMOVED IS TO BE INCORPORATED INTO THE PROPOSED LIMEROCK BASE 23. 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 1. 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. 2. 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: 1. PRIOR TO THE COMMENCEMENT OF THE CONSTRUCTION AND THE RECEIPT OF THE "NOTICE TO PROCEED" THE CONTRACTOR SHALL CONTACT THE O.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. 2. 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: 1. 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. 2. 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. 3. 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). 4. "AS-BUILTS" SHALL UTILIZE THE CITY OF MIAMI VERTICAL DATUM. CITY O F MIAMI OFFICE of CAPITAL /b/PROVFME.VTS As snowN crcEo ev: , OFFIC�'OF CAPITALUFMP�TMOVEo�ENTS PROJECT NAME PROJECT No. GENERAL NOTES PROJECT No.: Y _ 26TH STREET POG RUA PARK Zisa °a B-193512A owc. No.: sr+eeT: - REV DATE By DESCRIPTION �� Ot/27/2023 pos) 41- i�: CS 2 UTILITIES: 1. 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. 2. 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. 3. 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. 4. 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, BACKFILLING AND COMPACTING AROUND THESE LATERAL SERVICES MUST BE INCLUDED IN THE BID RELATED ITEM FOR THE WORK BEING DONE. 5. UTILITY OWNERS: ATLANTIC BROADBAND 786-218-924B COMCAST CABLE 786-586-8505 CROWN CASTLE (ELECTRIC) 888-632-D931 x2 CROWN CASTLE (FIBER) 8DO-654-3110 CROWN CASTLE NG (FIBER) 888-632-D931 x2 PUBLIC WORKS AND TRAFFIC 305-412-0891 x201 FOOT (FIBER) 305-470-5757 x7352 FLORIDA POWER & LIGHT -DADE 3BB-586-6403 FLORIDA POWER & LIGHT -TRANSMISSION 3D5-938-1936 MIAMI DADE COUNTY IT DEPT (FIBER) 3D5-275-7813 MCI SDO-624-9675 M-D WATER & SEWER 786-268-5273 AT&T 561-683-2729 ENVIRONMENTAL NOTES 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. 2. 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. 4. 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. 5. 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 (1D2-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 9:01) AM TO 3:31) 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. B. 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 EXTEND 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 FOOT STANDARD INDEX NO. 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: 1. THE LENGTH OF AN OPEN TRENCH SHALL NOT EXCEED 500 FT. PROPERTY ACCESS SHALL BE MAINTAINED IN ACCORDANCE TO ARTICLE 102- 5.5 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION LATEST EDITION. 2. 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: 1. ADJACENT INTERSECTIONS SHALL NOT BE CONSTRUCTED SIMULTANEOUSLY UNLESS DIRECTED BY THE ENGINEER 2. INTERSECTIONS SHALL BE RECONSTRUCTED WORKING ON A CONTINUOUS DAILY BASIS UNTIL COMPLETE AND UNTIL THE STRUCTURAL COURSE IS PLACED. 3. 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 1:2D TYPE SP ASPHALT CONCRETE SLOPE TO ACCOMMODATE VEHICULAR TRAFFIC FROM ANY DIRECTION. ALL MATERIAL 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. 2. ALL EXISTING SIGNS ARE TO REMAIN UNLESS OTHERWISE SPECIFIED. BEFORE STARTING THE PROJECT, THE CONTRACTOR WILL REVIEW EXISTING SIGNS SHOWN ON THE PLANS TO BE RELOCATED OR TO REMAIN. THE CONTRACTOR WILL NOTIFY IN WRITING TO THE PROJECT ENGINEER OF ANY MISSING SIGNS BEFORE CONSTRUCTION STARTS. SIGNS DAMAGED BY THE CONTRACTOR'S OPERATIONS WILL BE REPLACED AT NO COST TO THE 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. 3. ALL PAVEMENT MARKINGS, MESSAGES, AND ARROWS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. 4. REFLECTIVE PAVEMENT MARKERS ARE TO BE PLACED ALONG THE ENTIRE LENGTH OF THE PROJECT. 5. MATCH EXISTING PAVEMENT MARKINGS AT THE BEGINNING AND AT THE END OF THE PROJECT AND AT ALL SIDE STREETS WITHOUT JOGS OR OFFSETS. 6. THE CONTRACTOR SHALL REMOVE EXISTING MARKINGS BY FDOT APPROVED METHOD WITHOUT DAMAGE TO THE FRICTION COURSE. 7. 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 DIVISION. 8. THE CONTRACTOR SHALL RELOCATE ALL EXISTING POST -MOUNTED STREET NAME AND STOP SIGNS TO A VISIBLE AREA UNDISTURBED BY THE CONSTRUCTION SO AS TO MINIMIZE DAMAGE TO THE SIGNS. NEW STREET NAME SIGNS WILL BE ATTACHED AT THE TOP OF THE NEW STOP SIGNS ON MINOR SIDE STREETS AT THE END OF CONSTRUCTION. 9. 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 FOOT STANDARD INDEX NO 706-001 ABBREVIATIONS: INV. = INVERT A.R.V. = AIR RELEASE VALVE L.F. = LINEAR FEET BLDG. = BUILDING M-DWASD = MIAMI-DADE WATER AND SEWER DEPT. C.B. = CATCH BASIN M.E.G. = MATCH EXISTING GRADE Cr = CENTER LINE MIN. = MINIMUM C.O. = CLEANOUF M.J. = MECHANICAL JOINT CONC. = CONCRETE (FITTING) C.O.H. = CIIY OF HIALEAH P.E. = PLAIN END (FITTING) CONN. = CONNECTION P.I.V. = POST INDICATOR VALVE CONT. = CONTINUATION P/L, R = PROPERTY LINE D.D.C.V. = DOUBLE DETECTOR CHECK PROP. = PROPOSED DET. VALVE = DETAIL R/W, ROW = RIGHTOF WAY D.I.P. = DUCTILE IRON PIPE SEC. = SECTION EXIST. = EXISTING SERV. = SERVICE F.D.C. = FIRE DEPARTMENT S/L, $ = SECTION LINE CONNECTION STA. = STATION F.F.E. = FINISHED FLOOR ELEVATION STD. = STANDARD F.H. = FIRE HYDRANT T.O.P. = TOP OF PIPE F.M. = FORCE MAIN VERT. = VERTICAL H.D.P.E. = HIGH DENSITY W.M. = WATER MAIN HORIZ. POLYETHYLENE = HORIZONTAL T.B.F.V. = TO BE FIELD VERIFIED er CITY O F M A M I OFFICE OF CAPITAL Et/PROVEMETVTS r7d c'OR evOFFIC�'OFCAPITALUFMP�TMOVEo�ENTS PROJECT NAME PRDJECT No.GENERAL NOTES_ 26TH STREET POG RUA PARK REV DATE B@ DESCRIPTION Ot/27/2023 pos) 41- ( i�: 11 LEGEND: EXIST. CURB TYPE `0/CURB TYPE "F" TO BE REMOVED EXIST. ASPHALT PAVEMENT TO BE REMOVED NOTES: 1. SEE UTILITY ADJUSTMENTS PLAN CS-15. EXIST. CONC. SIDEWALK, APRON AND 2. THE EXISTING PUMP STATION MUST BE PROTEI DRIVEWAY TO BE REMOVED DURING ALL CONSTRUCTION PROCESSES, WITH SPECIAL ATTENTION TO UNDERGROUND UTILITIE STA: 18+45.00 BEGIN OF LOT 20. BLccK 3> SIDEWALK REMOVAL 9LVER BLUFF ESTFlTES BEGIN OF CU sEcnoN 'B" (>o-e8) TYPE V REM VAL XIST. CONC OWY STA. 18+45.00 TO BE REMOVE B S.W. 26TH ST LOT 2I. '11 EK 3I BEGIN ASPHALT 9LVER BLUFF ESTATES EXIST CURB TYPE PAVEMENT TD BE sEcnoN B (io va) b" TO BE REMOVE REMOVED _---..-(�W^I -I- - - - EXIST t5.0' SW TO RE 1 T� EXIST �I)) SS <T� - ---- - - ----- - - - ----- - - XlS . L + D lPE RT. D• S. W. 26th ST. o :� EXIST. CURB TYPE EXIST PANEL BOX BEGIN OF CURB \ 7D" TO BE REMOVE BE RELOCATED TYPE 'D" REMOVAL EXIST. SIDEWALK EXIST. POWER EXIST. LIGHT ({J TO BE REMOVE POLE TO REMAIN BE RELOCr�TED, .§E4 STA: 18+45.00 BEGIN \ SHEET CS-1# OF SIDEWALK REMOVAL EXIST. SIGN TO BE RELOCATED, 1 SEE P.M. PLANS STA. 7+24.39 END OF mT ], BLocu 34 SIDEWALK REMOVAL 9LVEk emFF ESTaTEs END OF CURB TYPE '�+? srcnoN 'a' (Lc -se) 'b" REMOVAL EXIST. CONC. OWY TO BE REMOVE 0 20 40 0 SCALE 1"=20' LOT I9, BLOCK 31 mvER BLUFF EsrFlTEs EXIST GABLE BOX TO BE EXIST SIDEWALK 3G �r SECnaN '6" (>o-68J RELOCATED (BY OTHERS TO BE REMOVED - a? XIST PARK PER/METER EXIST PARK x/ FENCE TO BE REMOVED EXIST POLE TO BE PERIMETER FENCE RELOCATED (BY OTHERS I EXIST POWER POLE TO REM4/N TO BE REMOVED END OF CURB TYPE V REMOVAL EXIST POLE IO BE BEGIN OF CURB TYPE 'F REMOVAL RE_TED (BAY OTHERS -7 _ J_. EXIST SIGN TO BE v ' EXIST CONC. OWY TD BE EXIST CURB TIDE �P .OGA�TED, SEE REMOVED TO BE REMOVED EXIST. PS-9 TO To REMAIN EXIST. CURB TYPE TO BE REMOVED 68 \\ TO T MEIAL UDSTO REMAIN J EXIST. 16.0" - - — SWK TO REU4/N IIL.A N C? EXIST CABLE = BOX TO REMAIN I I EXIST. SIGN TO ' BE RELOCI TED, SEE P.M. PLANS o EXIST TRAFFIC z I I so SIGNAL BOX TO J a REMAIN XIST. ASPHALT i I END OF CURB 2 TYPE IF" AND I I PAVEMENT TO REMAIN I g SWK. REMOVAL EXIST SIGN TO o 9+82.00 REMAIN .H i IT I EXIST LIGHT R I H POLE TO REMAIN k f p ��p+o I I w a — • SEXIST LIGHT POLE TO BE RELOCATED, S.W.25th TER. SEE SHEET CS-8 Q S.W. 26TH LANE —-- — — — - END ASPHALT PAVEMENT TO BE REMOVED EXIST. SICK Q TO REMAIN C N EXIST. POLE TO I 0 -REMAIN `\ EXIST. LIGHT - POLE TO REMAIN EXIST. POWER POLE CURB TYPE D" TO REMAIN EXIST SIGN TO REMAIN _ nnPOUPRaPETzrLEs IeEXIST. SIGN TO REMA L IN T E� -0 (ss-a5J - `s EXIST 2" C&G EXIST. 21" C&G y OF CONST OF 3 TO REMAIN TO REMAIN i p55 �S. W. 26TH LANE �' zo EXIST. ASPHALT s T D 5 r gR PAVEMENT TO I EXIST. ASPHALT SKIS . nPE y. N �4Edi ERAS 51DEWp I EXIST. SIGN TO REMAIN o PAVEMENT TO REMAIN o REMAI o CD 10 gE�N* ftEMpVE�pVE <ll��EX15� °S aWgoloNtE651 �' Tp BEJ gyca sL �o- w w w l m E sEnc 5CALE - CITY OF M7.9ML wN + CITY OF M I A M I OFFICE OF CAPITAL L,ILPROVEME.VTS AS SHOWN w cuEo A as OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME PROJECT N. PROJECT NO.: 16TxsTacETnocRraPAag DEMOLITION PLAN zs, �cE_ < + u ew B-193512d owc. No.: SHEET: a Rev onTe av: DESCRIPTION nTE01/2T/2o2a - hm>+ "I.lI-) CS-5 � CO r EXIST. ASPHALT PAVEMENT TO BE Y' �O MILLED AND �O RESURFACING, SEE SHEET CS-8J �NE 2601 DGo RNE.Ni 5 EXIST. 0.5' CURB 'D" �.yy TYPE TO REMAIN R/W EXIST. GROUND M OF �& OF CONST. OF SURVEY S.W. 26TH ST. 30'-D" _ 30'-0" r SIDEWALK LANDSCAPE C&G PARKING DRIVE LANE DRIVE LANE PARKING C&G LANDSCAPE SIDEWALK 5 D" D.02'/FT 0.02'/FT i (MAX) 0.02'/FT 0.02'/FT (MAX) \'PROP. 8' LMEROCK BASE CONST. CONC. CURB PROP. 12" STABILIZED SUBGRADE & GUTTER (TYPE F) CONSTRUCT 6" THICK CONC. SIDEWALK NEW CONSTRUCTION TYPICAL SECTION S.W. 26TH ST. STA. 18+45.00 TO STA. 19+47.31 N.T.S. - STABILIZED SUBGRADE (12" THICK) MIN. 95% MAX. DENSITY - AASHTO T-18D - LIMEROCK BASE (8" THICK) (LBR 100) COMPACTED TO 98% AASHTO T-180 - TYPE SP-9.5 (1•) AND TYPE FC-9.5 (11 -CONST. CONC. CURB & GUTTER (TYPE F) CONSTRUCT 6" THICK CONC. SIDEWALK TYPICAL SECTION NOTES: 1. SODDING TO BE USED AT LOCATIONS WHERE INDICATED AND WHERE EXISTING LAWNS ARE DISTURBED. AS DIRECTED BY CITY OF LINE 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 ST. GROUND THAN 95% OF MAX. DENSITY AS DETERMINED BY AASHTO 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 DESIGN POSTED 25 MPH CL& OF CONST. OF S.W. 26TH ST.- 3' PAINTED MEDIAN MARKING 6'-D" 2' 10'-0" 10'-D" 2' 6'-0" R/W LINE SIDEWALKC&C, DRIVE LANE DRIVE LANE C&G SIDEWALK 1'-8" 0.02'/FT 0.02'/FT (MAX) 0.02'/Fi 0.02'/FT _ (MAX) EXIST. GROUND BE REGRADED - -�T0 �"` 1 1 TO PROP. ELEV. EXIST. GROUND DESIGN SPEED 3D MPH TO BE REGRADED TO PROP. ELEV. CONSTRUCT 6" THICK PROP. 8' LIMEROCK BASE DESIGN POSTED 25 MPH CONC. SIDEWALK PROP. 12" STABILIZED SUBGRADE CONSTRUCT 6" THICK CONST. CONC. CURB CONST. CONC. CURB & CONC. SIDEWALK & GUTTER (TYPE F) GUTTER (TYPE F) NEW CONSTRUCTION - STABILIZED SUBGRADE (12" THICK) MIN. 95% MAX. DENSITY - AASHTO T-18D TYPICAL SECTION S.W. 26TH ST. - LIMEROCK BASE (8" THICK) (LBR 100) COMPACTED To 98% AASHTO T-180 - TYPE SP-9.5 (I") AND TYPE FC-9.5 (I.) STA. 19+47.31 TO STA. 20+00.00 N.T.S. DRAV4er A A + CITY OF MIAMI OFFICE OF CAPITAL El/PROVEMETVTS es snowN -TEcrcEo ev: , OFFIC�'OF CAPITALUFMP�TMOVEo�ENTS PROJECT NAME PROJECT No. TYPICAL SECTIONS PROJECT No.: Y _ 26TH STREET POG RUA PARK Zisa °o B-193522A owc. No.: sr+eer: - REV DATE BY DESCRIPTION "TE01/27/2023 pos) "� o(0) CS 6 M OF EXIST. CE& @ OF CONST. SURVEY ,,—EXIST. S.W. 26TH LANE EXIST. NORTH 60'-0" R/W LINES I 30'-0" 30'- 5'-D" 2' 6'-6" 10'-D" EXIST. 10'-0" EXISY, 6-6" SIDEWALK LANDSCAPE C. PARKING DRIVE LANE DRIVE LANE PARKING 5 D- I I EXIST. ASPHALT TO BE MATCH EXIST. GRADE D.D2'/FT RESURFACED W/ 1" FC-9.5 EXIST. GROUND (MA%) ASPHALTIC CONCRETE - - 0.D2'/FT SURFACE COURSE EXIST. UMEROCK BASE 6" E%IST. STABILIZED EXIST. STABILIZED PROP. 8" LIMEROCK BASE CONSTRUCT 6' THICK SUBGRADE SUBGRADE CONC. SIDEWALK CONST. CONC. CURB & GUTTER (TYPE F) NEW CONSTRUCTION TYPICAL SECTION S.W. 26TH LANE - STABILIZED SUBGRADE (12" THICK) MIN. 95% MAX. DENSITY - AASNTO T-180 STA. 7+24.39 TO STA. 8+06.50 N.T.S. - LIMEROCK BASE (8" THICK) (LBR 100) COMPACTED TO 96% PASHTO T-1BO - TYPE SP-9.5 (1") AND TYPE FC-9.5 (1") %' SURVEY f OFSS.W. 26TH LAN ONST. 5'-0" 30' TY 6'-D" 2' 11'-0" EXIST. 10'-0" EXIST. 6'-6" SIDEWALK C&C DRIVE LANE DRIVE LANE PARKING EXIST. ASPHALT TO BE MATCH EXIST. GRADE D D2'/FT [RESURFACED W/ 1" FC-9.5 EXIST. GROUND (MAA%) ASPHALTIC CONCRETE 0.02'/FT SURFACE COURSE 7 _7'; E%IST. UMEROCK BASE GCONSTRUCT 6" THICK D EXIST. STABILIZEDCONC. SIDEWALK SUBGRADE..URB & NEW CONSTRUCTION GUTTER (TYPE F) - STABILIZED SUBGRADE (12" THICK) MIN. 95% MAX. DENSITY - AASHTO T-180 TYPICAL SECTION S.W. 26TH LANE - LIMEROCK BASE (B" THICK) (LBR 100) COMPACTED TO 96% AASNTO T-1B0 STA. 8+06.50 TO STA. 9+70.05 N.T.S. - TYPE SP-9.5 (1") AND TYPE FC-9.5 (11 TYPICAL SECTION NOTES EXIST. SOUTH 1. SODDING TO BE USED AT LOCATIONS WHERE INDICATED AND { LINE WHERE EXISTING LAWNS ARE DISTURBED, AS DIRECTED BY CITY OF ,/-R/W MIAMI CONSTRUCTION MANAGER. 2. EXTEND LIMEROCK BASE (8" THICK), 6" OUTSIDE EDGES OF ;IDEWALK 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 i REPLACE THE SUBBASE, INSTALL 12" STABILIZED SUBBASE, COMPACTED SUBBASE IN 6" LAYERS TO A DENSITY OF NOT LESS 95% OF MAX. DENSITY AS DETERMINED BY AASHTO T-160) iTHAN rEXIST. GROUND 4. DROP CURB & DRIVEWAY CONNECTIONS SHALL BE PROVIDED FOR i/ - ACCESS TO ALL PRIVATE PROPERTIES ADJACENT TO THE PROJECT E CONSTRUCTON. 5. RESURFACE EXISTING ASPHALT PAVEMENT (1" AVERAGE) INSTALL W/ THE SECOND LIFT OF THE PROP. PAVEMENT OF FC-9.5 DESIGN SPEED 30 MPH DESIGN POSTED 25 MPH EXIST. SOUTH R/W LINE EXIST. GROUND DESIGN SPEED 30 MPH DESIGN POSTED 25 MPH CITY O F M A M I OFFICE OF CAPITAL El/PROVEMETVTS es snowN crcEo ev: , OFFIC�'OF CAPITALUFMP�TMOVEo�ENTS PROJECT NAME PROJECT No. TYPICAL SECTIONS PROJECT No.: Y _ 26TH STREET POG RUA PARK Zisa °o B-193512A owc. No.: sr+eer: - REV DATE By DESCRIPTION �� 01/27/2023 pos) 41- STA. 18+45 CONNECT I III li I l II II - Lor 20. BLOCK 31 EXIST. 20' ALLEY l TO CONNECT TO LOT 21, BLOCK 31 SAVER BLUFF E57FlTES x 37.5 II II EXIST SIDEWALK savER aLUFF ESTaTEs secnoN "e" (1a-ea) TO BE ABANDONE0. LOT 19, BLOCK 31 II (5' TRANSI&ON ® 5$ secnom 'e" (1a-se) SEE SHEET CS-11 I SILVER BLUFF EsraTEs III 32.0' I I II EXIST TREE TO REMAIN, IGGRASS TO II ; CITY OF MCMI ( PER R-06 EXIS POWER c ® EXIST RADE� II 4.3' II II € POLE TO REMAIN srcnom 'a" (>c-sa) NECT TO 7.5' Pi�u MAX. LONG. SLOPE PROP CON BE PROVIDE ROOT BARRIER TYP. 71 0' 10.0' „.--°"-" ©°`- - EXIST. SIDEWALK MON. FOUND NAIL _ _ - 91 '°-" - - -� III II III _ PSWK. x ° III Ip I IIj III EXIST t5 0' SIDEWAL a a EXIST CA X ©II u u ,� C RVE DATA SW ST TO RE IIi ENO C&G °�CONC to MPi - ---- 5 DWY 105814• " XIST TREE EXIST SIGN TO a T)'PE-F. AND 6' II vIi EXIST. GRASS <� DWY = 19+03 WDE OT BARRIER (TYP.) REMAIN * a II SWK MEET AND IZ I II w' II PT T19 PROP. LIGHT POLE ° MATCH EXIST. III �u 19+15.37 19+22. B RADIO RELOCATION PT. 9+ 7 Il x u LEGEND: 18+4700 18+91.83 19+01.83 LENS 7 16.5 [T. 16.5 LT. 18.8 LT. 22./ LT. p .99 J� _ - -• 38.i L8 18+45.00 N87'34'19"E 679.99'(R•J 679.94(C) 679.95'(MJ _ - - • e CONSTRUCT 6" CONE _ 9+65.98 I SIDEWALK & HANDICAP - _ iZ7 LT. _ _ - -,�I-- 79+00 1_ +25. 6 x X I fEMCE `, `, `, 25.0 LT. �, RAMPS -- -- - /24.5 LL `. S' HEE7 2 .`. . - �- - +26.20 CR' G . 9+71 12 I ^ I O PROPOSED ASPHALT (SEE N87319E (BOB) / Jam' 1�21. T -�P. 12' CONE 19.5 LT TYPICAL SECTION) J 26TH Sr DRIVEWAY PfR R 05 PC. 19+03.25 PT. 19+28.99 2'� CITY OF MAW N PROPOSED S0O45.00 _ CON FOUND 0.0 T. , ' PROpG.4G TYPE-F I, ' , ' , ' , ' , ' , ' , ' , p TAP NO EXIST. PAVEMENT TO BE 17.1 RT. PC. 19+19.30 , b EXISF. PS-9 TO REMAIN 4302 16+4Z00 PROP C&G TYPE-F (TYP. 14.6 2ti / �� .. EXIST I .Q'LT' °' A'ap. MILLED (t4•J. RESURFACE ; 16.5 RT. f - €XIST AIETA4 W/ i " ETE S ASPHALTIC g ' . ' L10. SURFACE YO.'.'.'.� ETA 98 S,• EXIST GRASS . ."�°. ...- PT 19+50.39 . . . . ❑ M�ZO �IAMON LID II _ 0�.. I � CONCPti7E � I I COURSE q 19+$0.18 11.5 Ry �N1 a� \ 40 ' DWY �,.,s. - NOT FOUN EXIST. 150• SIDEWALC`ON�' _ _ PT. 19+46.60 +5 .7 EXIST. LIGHT POLE TO REMAI 11.5 RT. PC. 19*69.90 PROJECT LIMITS EXIST. POWER 1 6 T 5 P.I. 9+24.8 9 STA. IB+45 GIN C&G TYPE-F W/ 2' TRANSITION POLE TO REMAIN Rio 8+79.93 ` °° ° 0..6 L ° + 1. S.W. 267 H ST. STA. 16+45 PROP. LIGHT T LLT�)� JO.0 LT .5 T Q BEGIN NEW PAVEMENT CONNECT TO EXIST. SIDEWALK RELOCATI jj� ° 8+73.05 0 2 STA. 9+70.05 f S.W. 26TH LANE . 8+89.72 SECTION, NEW 6.5' (5• TRANSITION 05$ MAX LONG SLOPE) J' AS„. 27.2 LT\� Q IB.I LT B LT END MEWING AND RESURFACING H- -I- CONC. SWK, T AN EXIST TREE TO REMAIN, ✓ 8+42.91 END NEW PAVEMENT SECTION, NEW I I e TYPE-F. MEET AND 1 8+86.61� 6.0' CONE. SW & C&G TYPE-F. N 1 PROVIDE ROOT BARRIER (TYP. 3 ` 274 LT. ,r. MATCH EXIST ELV. LOW T BLoat 34 I ( R30• �"� K. MEET AND MATCH EXIST SWK. & N e savErz aLUFF ESTaTEs PROP.C&G 'PE -F secnom a' (1O-sa) cf CURB TYPE T" 5 PROP. 10' CONE 9. STA. 7+24.39 CONNECT TO D..AY PER R 05 d N.( g L , ; _ _ - _ EXIST. SIGN EXIST. SIDEWALK (5' TRANSITION .( ). 'CR..A 8+2972 / TO REMAM ® SR MAX LONG SLOPE) 5 SWK . ,8d �'� . 13.5 LL� � _ __ I END C&G �10� a°pROF �' i cp, TYPE-F W/ J" 7' FRANSITON ' ���-' 8+00.00 10.0 LT. 16.5 LT `yam N�.�.p� EXIST POLE TO - CONWPYREMAIN 0gf3E .y0u EXIST. LIGHT ° 7+65.39 "� $ i T PoLE TO REMAIN . S . 16.5 LT. YL I� 0" EXIST. POWER PoLE v 7.� EXbr0. - f�T J 16.5 LT. CONEY 1�,=%J N: 513373.1409 TO REMAIN o li III _ 5W P E.. 909545.2709 II2 59-� - DRIVEW ( �J STA. 8+66.49 ¢ & S.W. 26TH UNE _ III EXIST. SIGN TO REMAIN 2 II gll E!•j555 XIST.TREE TO5EMHIN, STA. 20+00 & S.W. 26TH SL yII EXIST. 2" IIIII� 0RP PROVIDEEDOT BARRIER /iq� o. ( % `�J II 7+26.39 <C & OF CONST. OF II C&G 16.5 LT. RP S.W. 26TH LANE Eg n o o - i 0 I II qnI 34.5' 624.3 j 8TO LPNEBO PN g0 EXIS ' S1DEW ��xlsT 9GN TO REMAIN P p u p n $ W 2 f11�5W& C TIONS j/��5� 20'ALLEY 'III �pll ¢ q4 }9�EM`SEC6CO EXISTELI �� E,�61. I� TrucTa 'N II 485 Il NAPOU P-O5) TIES II SfPUN ACING. NEWMPYLH I I (ss-qs) D6 URTP EE{ AND_��� I u wlli n�!I, TMPC-f M � � � /�� LOT21, BLOCK 41 7+24.39 /rL� )�1T C 1LVER ewFF ESTATES 0 20 40 16.8 RT. sccnoN "c" (10-es) SCALE 1 "-26' ieNE SEAL: CITY OF MLAMI SCALE: - wrl CITY O F M I A M OFFICE OF CAPITAL IAIPROVEME.VTS A5 SNOWN e cc Eo ¢ m: �+,,,�, OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME PROJECT No. PROJECT No.: 26TxszncErnocRc�PPl ROADWAY PLAN zs. 1cE <o v • u ew 8-193522d owc. Na: SHEET: REV DATE BY: DESCRIPTION "EED1/2772023 - (gym) a16-3 FA osi+1 CS-8 MET AND MATCH TO L 21, PROP. 20 LF REMOVE 66 LF (t) OF LOL 20. Ij' >✓"% A � ! � � 1 I�,B iIPo { ; V EXIST. ELEVATION BLOCK 31 t OF 18" EXIST 30" RCP PIPE BLOCK 31 /R 0 ALLEY_- () mvER BLUFF EXISTXl 1 BASIN TO BE REPLACED A „ sLVER i E DONE LOL 19, BLOCK 31 BLUFF HOPE INV. ELEV=0.71 (W E.. L, W SVSV6" CO" APRON PROJECT SOLID PIPE ® K TO REMAI ER BLUFF ESLALfs / < II e nQ II h �I sccnom 'e' Exisr. TREE (1a-sal Ii suvnom e 0 sa aN0 2 ESLaLEs Exi57. OVERHEAD UNE SECTION 'B I , 730 iS ET CS-i scc RECONNECT EXIST. 36" PIPE o A p 0 15R e - - MEET AND MATCH STA. 18+45.00 to-68) EXIST. TR E 776 777 �(( L) ! II S.W. 26TH ST ( MAID z79 _ _ ,. _ /_'=yN11EV-7W�0.°$1 (36" CM1dP P/Pf� °;F EXIS7ING ELEV. re �€ ry 4 _ 4 SLB P.OB a a d L73 15 COMM _ _ . _ __�_-L 10 LINE EXl5T +5.0 SW 6.97 ;8 6.93 R K ° m .�° _ EXISL INV. ELEV. (EJ i 91 (24 P PIPE A - + II !! III Q EX157 II AT I, p EN C TYPE F. ,T n INV. ELEV. (E) 1.91 (24" P E ,-I -,. 50 r I II I MEryT A�D MATCH EI YIS I Ili r� Ilj 91 II � 2 i EXIST i ° anal IIEXIST. 24"I u; n V �n - 7 FYI 7.10 L .� I� I CMP PIPE n II I , i u C ! EXISL 8UR m I8 yz ,TO REMAI I II !i �f I! Q r IRA G67 J S i I "6.79 EXIST 36" C / II II I ; 6.85 705 W. r S 0 P x - WM _Ill- -♦ 11;."1J s NSTALh STRUCTURE . 798 AND RECONNECT ^$ Ed'ISL-- "�,z,..: - - 19+031 S 4A ° ° •"R NE J-_ ii - - - - - - - -k1 - - - ELEV.= 0.71' (EW) 19+DO _ _*-- ----I--' zoo J D. F. -- ---- -- (f) 0 " ------ - --,,� -- ------ --- -Tb I a 7.32 L27 +; H OLI Q _ JI JI - I\ _A_A___L L-� _ _ a EXlS7 COMM S-p _ _ _ _ - E-I -, L 1 i -------- ----- sag uNE.'.'. .'.0.'' - - PaOA.-23 -LF T� g S-2 6.92 PT l9 PROP. 10 LF (tJ OF IS" 730 OF 114�HB6E i HOPE L7i L73 ra EXISL RSA"-J L93 5- - - __ __ s 3' 7 s ❑ q. --J� ��2a IFM IC I LTJ o EXIST, GRASS EXISL 775� -L_ {" 751 J ' I^I P3H PRE 6:5 5WK �7.50 v L7a1'- W.M- 75B $m, EXIST. 45.0' SIR - EXIST, s a - -i m p . a � `C L4 ' , ar ! III xl aos . { OV s -- _ _T- E, T. L d ,. - .6J ! -_ __-_ - I LVt/I -4BEUI j a� 5/ 7.6 L__7 EXIST 4'WM -'I- 7.fi0 ,$+ � $7REE7, 771 app L41 3� , MET AND MATCH EXl5T. GUY Wl 7.B5 LISTS I 711 7 j BE PR07EC7E lNE j� - 50 F, e ! pa STA. 9+70.05 S.W. 26TH LANE EXIST. ELEVADO I 6.1i ! 78i I_ EXIST. 30" RCP PROP. 50 LF t OF 30" / d- PIPE TO REMAIN EXRLTRAIION WAIN W/ 4 LF `E lS7 &- 25' TRANSITION FROM (t) ON BOTH SIDES OF 30" ;` , ' 7.56 !I OF CONST. P HOPE SOLID PIPE (E,W ifs O` ^$^ L942 ATM .55 0 PROP. EDP TO EXIST E.O.P. )F S.W. �* EST 2 - -- ---_ -- _ - s r E%ISi, IN °g EX157. 26TH 5 .T2 ` --- _��j�� a ! 0 RE «gltlp', 0. ° ` LO' S.S. � - __r_L_ T LOT7, BLOCK3q TREE i �s5 zn �p ��� - - - - - -r r-i- ,.>9 --�'-- SILVERBLUFFESTATEs %ISi. aN PROS. # a", - -\ExiS<t as _F.M. FleFlNooNEoa -- --t-L- I- SECTION '6" (10-68) y. I '- 8.47 i0 `a 8.39e ,f „A, )t 7, I I � PNDON� f; '� � 6.01 TRE E E%ISREIdP&36 RIB WP 37 ed•T .7 p 8i5 839 I .>3 Fj.l?�/ im DW"1, = ° _x ``\��, I'° I "1__'I_ fII� I III �```\`" 926 M'p1EN � NAPOU PROPERLIES nLJ %ISP fROd a.rs a.3 I� oRaN'° L-45.2209 SL*� LEGEND: �'ON l ) STA. 8+66.49 ¢ & f S.W. 26TH LANE -a-oh SR E%IS OP iRp b° STA. 20+00 C & 9 S.W. 26TH ST tl t CONSTRUCT 6" CONC. SIDEWALK & HANDICAP RAMPS - s z� is ToR EIE �� of ZjEWi ( EO' B50 z4 EF PIPE C y �/ 8 OF CONST. OF I, PROPOSED ASPHALT ( SEE TYPICAL SECTION) - fi S 9C;. PRE' _- / b SOLID 1ST �3x�/ , 'T, s I: S.W. 26TH LANE I I ,I - DPE % h III PROPOSED SOD S-7 / ass /;aEr J II II ® EXIST PAVEMENT TO BE MILLED ( J. RESURFACE - g 8.15� ° N ��20'ALLEY W/1'FC-9.5 ASPHALTIC CONCRETE SURFACE CO (( L I �I n URSE _ IOT 21510- 41 II Iili 26iN h' SILVER BLUFF ESTATES r�' 1 5W �'�,a SECTION "c" (10-65)44 I a LOT 20, BLOCK 41 ( I I I 0 20 40 = 8.09 SILVER BLUFF ESLATE ( ` A , SECTION -C" (10-65) SCALE 7"=20' DESIDESEAL, CITY OFDRAM BI ML9M1 SCALE: CITY OF M I A M I OFFICE OF CAPITAL LIIPROVEME:vrs PAVING, GRADING "5 5"owN g �a o: OFFIC„ OF CAPITAL IMPROVEMENTS PROJECT NAME PROJECT Nn. AND DRAINAGE PROJECT NO.: -TECIE1 A'26TH STREET POG RUA' PARK zTsa ON R-193522A PLAN DwC, NO.: SHEET: REV DATE sv: DESCRIPTION n.EET/27/2°2a a�A." oI-) CS-9 TO 10 EXl9. GRADE ALONG PCL STA. 79+95 STA. 20+00 PROFl E GRADE LINE MIL OF S.W. C/G OF S.W. 26TH LANE 26TH LANE o �_a a a il, 51 LF. w d 46 LF. ® 0.57% ,-- - 33 LF. t ® 0.57% 2 LF. t ®0.30% --- -- ----------- - ___-___---- HORIZO TAG CURVE 6 6 25' TRAN IRON FROM PROP. EO.P 0 EXIST. EO.P. 19+00 20+00 20+20 PROFILE VIEW (S.W. 26th STREET) SCALE..- 1:20 HORIZ 1:2 VERT. 0 20 40 SCALE 1"=20' wN ar CITY OF M I A M I OFFICE OF CAPITAL GIIPROVFHETVTS r7A c"" ev: OFFIC�OF CNPITNLUFMP�TMOVEo�ENTS PROJECT NAME PRDJECT No.GRADING PROFILE26TH STREET POG RUA PAREV DATE B@ DESCRIPTION E01/27/2023 po5) 41- ( i�: 11 LEGEND: CONSTRUCT 6" CONC. SIDEWALK O PROPOSED SOD 0 20 40 SCALE 1"=20' LOT 21, SLOCK 31 s,�vER E�uFF ESTATES SECTION 6" (10-68) EXIS SS 0' SWK PR6I, iI EXIST GRASS CITY OF MIAMI MON. - FOUND -NAIL EXIST GRASS EXIST. 25.0' SWK I I � EXIST. 20' I I I ALLEY TO BE ABANDONED I\lu FUTURE P/ I' I I I I I I I I I I I EXIST 2" C.I. W.M. I T TO BE A84N00NE^ I I �' _ Lm 20. BLOCK 31 � I � 5• 7.g I SILVER BLUFF ESTATES SECTION `B" (10-68) � 1 I EXIST POWER POLE TO REMAIN I PRf1P-�„> SINK .� � I C/ANC WC' �(I OWY 50 o W I ' N87°34'19T 679.99'(R') 6; — 79+00 W. 26fh ST. PROP 65 SIDEWALK , 9 - CUT EXIST 2 W.M.AND INSTALA?L J x J" SINGLE WATER METER PER M-DWASD WS-2.10 SHEET 1 OF W/ 2" RP PER M-O.� WAS T SHEET i OF 3 (INSTALLED BY MDWASD I , Wp0( f PRO. 6 S DE T'"�ED 2� 4� DIIIINEDSEAL DESCRIPTION —E01/27/2D23 LOT n. ELCCR 3, IIII 1 l u n 37.5' III pLVER SLuFF EsraTEs a 37 5m n ,,,PoN (IoTA oNE 5TORY css I u p 23' IIII RESDENCE J2570 I 32.0' a Il�yl II rIn i n 4.3' II EXIST. WATER METER u TO Bf REMOVED P N873434 °E 100.00' (P,C&MJ u \ - -a - 579 p II y° II - 1 7.5 II II I -- ---------- I pL T T .. 00 ''r—r1 e BA - O g67 l-`—a���i xW 8.00 + WII e ," �I. �'-9`-a II II II II j III III --------- I �" LOT 15, BLOCK 31 7.88 ' SLVER SLUFF ESTATES 11 I � I v I I I ill Ili II II II SECBON '9" (10-68) .'8. 00... ---- 7.86S, SE711,.IR 518" LB p78 o II II II II Owl 7.88'� III 11 I III J °� 788 .'PROP. 25'LF ..8.00 IF lii o Ili 1 .' .' I I^ 'DRAIN. ROP., CAFC/f $ASIN gASSDTR19iEL VEOffS , I t III ESy 1, LR--395..2 '(CJ 'f II A III I I°I ^� II4I r0eAELB 67sEL ''rF-�7 A-Up'SB'04 (C) I I I II II II a I I III III Y I �' —' S`87'4.79'W�S,Oi; NEW 1" WATER SWR c I � XIS'fT g�FnEt -I' II III i II .Fp8A1TAl . 7gg.' g0. 87 PRpP ..'e2a II p ©uI i BOX TO ftEMA/N I li v NI II olil e ili �,lii � � li ill y m 080. 8.00 8.23 1 Il e l l III r �� ,/y. °� a ��dOB✓:{., �a y'.z sl ZI I II'N II n �Il III In I S - - - S 94 i4 „ moo XI -- — o`! FH ----- pONC� D - Rq-p s s vw`: efVPE F s. D PR II till III w OO6 17 uxn III m� _ III '----- �--III s - f o_ �- ----=--------- , ---�- �� `A {i I � i SIDE I I I DD / II I I II II � I I R � �_�a_ ------------ { S. W. 215i TER. ,3 Ile - �, , -., g, ♦d �� m I I I � I I _ OF CONST. p OF S.W. 9 L a (jEMAI 26TH 1 I I I La I I ,- O CONST. OF S.W. L ���111 � 26TH LANE I� EXIST. 0.5' �,V CURB �ND�4�j5.I I TYPE b" STORM DRAINAGE STRUCTURE SCHEDULE STRUCT. No. STRUCTURE TYPE FRAME AND GRATE RIM ELEV. 80TT ELEV, PIPE INVERT ELEVATION N S E W 5-10 INLET TYPE D-3.5 (SD-05) (ADA GRATEU.S.F. 60E) 780 2.30 4.30 CITY OF MIAMI OFFICnOV x°Innxu¢MeixOf°°x NTS LO°i°o i °, CITY 0 I-1 ML45fl OFFICE OF CAPITAL LIIPROVEME.VTS PROJECT NAME PROJECT No. 26TH STREET POG RUA' PARK B-193512A bCALE GRADING AND "S SI10- PROJECT No.: DRAINAGE 2"' PARK PLAN DwS, No., SHEET, CS-11 . W. 6th T. 10 S-4A m S 4 EXI T.36" CUP PIPE TO RE AIN AND RECONNECT TO P. STRUCTURE S-4 4 S-4B 10 m I-4 STA. i EXIST. +J2.79 (4 D AINAGE M 7' LT) NHOLE Jr 5 752 (17. INLET I 0' RT) YPE D-3. SO-05 W1 USF I III STA. 19+ CONST C TO BE CONST W/ US BOTTOM REPLACED DR 310 RING EL.= -1. W.H. D-6 & OR CO 9 SD-05J R (SD- J Exisr. Hu S7R££T L ST F (TO LEO BE HE y EX Ll ST. BUPoED £ (TO HE STREET Ll H7 /£CD VERI Y) 0 5129 FRAME gM_ BOTTOM & H -0.87 WITH HINGED 6176 GRATE w NV. EL. 6 INV. E .=2.60 S-4A -5 FOSS VE INV. EL- PROP. 1 SY .63 LF (t) F iB" �I INV. EL.=0.77' /NV. £C. 0.67' EXIST ANO COMM Ll ELOCATED £ (TO BE FIELD S PEOUI D -5 VE FY) STA. i CONST W/ US t29.73 (i C&G INLE 5129 FR .3' LT) TYPE D- E & HO .5 (SD-0 D WITH -10 £Xl IN 7 78" S EL-S. + I PROP. HOPE S V EL.=2. 0 LF (tJ LID PIPE 3 OF i8" 0.1. -10 BOTTOM W/ SAL EL.= -0. 7LE 7 PROP DRA/ 50 LF () W 4 LF OF 30" t OF 3 EXFILTRAT " HOPE N a SO[I BOTTOM PIPE (ON EXF - BOTH SI .73 SJ S- i J O CS- 2 S-3 10 S-1 S-2 STA. i CONST W/ U HINGED +70.00 (16.50' C&G INLE 5129 FRA 6176 GRA LT) TYPE D- E & HOCD .5 (SD-0 WITH 5 m ^ ^ 5 STA. 16 CONST W/ USF BOTTOM 70.00 (5. A/N4GE M.H. 10 RING L.= -3.1 0' RT) D-5 ( OR CO -05) (SD-04 BOTTOM W/ 64 EL, -4. E 0 0 F£XIS INV. INV . 8" S.S. £L=7.40 EL. =-1.1 0 S 3 -5 -5 CONST C BOTTOMFRAME & INLET HOOD 1 $ D-3. HINGED (SD-05) 176 GRA W/ USF 129 PROF OF i PIPE 20 LF () " HOPE SLID ® 0. 15R -10 W INV. EXIST INV L.=-i. 10' 18" S.S. L 5,75 IN SO EL-2.10' P. 10 LF ID PIPE 0 (t) OF IS- 0. 15Z HOPE -10 2 INV. EL,0.71 2 EY —V� EL.- .08 j ga ®, EXIST I*— —PIPE TO REMAIN AND RECONNECT TO PROP. STRUCTURE S-2 10 10 5 5 0 0 -5 -5 -10 -10 iRESINED BI sElL °g CITY OF M I A M I OFFIC„'OF CNPITNLUIMP�TMOVEo�ENTS °o pos).Nolwsi�: CITY OF MLAbIL OFFICE OF CAPITAL LILPROVEMENTS DRAINAGE CROSS SECTION SCALE AS SnOwN DIAwN , s PROJECT NAME PROJECT No. PROJECT No-TE.: "54 owc. No.: sr+EEr: crcEo e�-.c 26THSTREEETDOGRUA'PARK B-193522A "T5172772U23 CS-13 REV SATE B@ DESCRIPTION W. 2 th LA E R241, TO l T (TO2E P. STRUC " 11111 f RE S-9 S 8 S-9 10 367 llolp ELD VERIFY) 7 P 350S-g (ELD VERIF ) 10 STA. CATCH INLET USF 9♦9 BA TYP 4700 .41 (32.6 IN TO BE D-6 SO FRAME & ' LT) PLACED RED (SD 6223 GRA CONST. 05) W/ 5 5 W/ BOTTOM 5 i6 " CONCR E .=-3.54 E APRON 0 ( EX/SL 36' INV. EL--7.30 SAN. S ( 1 0 S-8 INV EL, =1. 91 —5 J CONST. C 55129TFFRq INLET E HO L D-3. WITH HINGED (SD-05) 6176 W/ USF GRATE —5 INV. EL.=-1.5 ' —10 ` J INV. EL. -1.54' 18" PIPE HOPE SOLI 0 0. 15X —10 EXIST. 36" IMP PIPE TO REMAIN TO BE RECONNECTED TO PROP. STRUCTURE S- lNV EL, =0.61 STA. CONST. - 7+9 C .50 (16.5 G INLET " LT) OE D-3.5 (SD-05) 10 o0 10 W/ HINGED BOTTOM W/ USF 6176 EAFFG 5129 FRAM GRATE E.=0.05 & H000 WITH 5 5 0 INV. E.=320' 0 S-6 CONST W/ BOTTOM + Dfi4VN4GE USF E.- . M.. 3 0 RING & 1.20 D-4 (S GR COVE -05) (SD-04) —5 INV. EL.= PROP. 70 55' LF (t) —5 —10 w PIPE 0 0. INV. EL= 159 54� i w j —10 EXFlLTRATI 4 LF (t) SOLID R' N DRAIN 24" H ON BOTH tl g i 0 v S-7 BOTTOM E F. -1. S A. C NST. IN I 7+35. DRAT USF 31 0 (6.00' VAGE M.H. RING & T) D-4 (SD R COVER 05) SD-09) 10 o m 10 5 5 O LL�INV. E.=320' 0 -5 -5 -10 a g a -10 iANE SEAL: °g CITY OF M A M OFFICE OF CAPITAL IMPROVEMENTS °o pos).� IA.�olwsi�: CITY OF ML9ML OFFICE OFCAP/TAL I,WPROVEME:VTS DRFitNAGE CROSS SECTION SCALE: As snowrr wry , s PROJECT NAME PROJECT No. PROJECT No-lE.: 2154 owc. No.: sr+eer: crcEo e�-.c 21TH,Zl 1, TPOGRUA'PARK B-193512A 1T01/27/2023 CS-14 REV DATE 6@ DESCRiP➢ON EXIST ELECT BOX IIEXIST. 'ALLEY TO EXIST CABLE BOX TO BE ILI,P T mT v BmcR 5I �� Lm 2D, BE A DIN4ED RELOCATED (BY OTHERS 3 I BpX TO " SLVER BLUFF ESTATE BLOCK 3I EXIST. POWER POLE TO RE MAI Cs -'I EXIST. POLE TO BE P y ILVER BLUFF EXIST. OVERHEAD LINE FF ES sl RELOCATED (BY OTHERS I REMAIN 1 3 1 ESTATES TvE I9. TO BE c EXIST . SECTION "6,. 'I SILVER BLUFF ESTATES EXIST POLE PROP. 30 Y SECTION "B" (40-68) RELOCATED (BY OTHERS —�" TRAFFIC _ m Oo-65) EXFlL TRA710N DRAIN 2 _ _.., _,., ". SIGNAL ��`•',pL ' �kl'—B.'lo BE —° TO REMA/NI w PROP. 18" S.D. EXIST. 6" S.S. _ EXIST. 24" x �r _ _ - EXIST 8" CL i"EXl �,.�q SWK S.S. T MAIN --` ^/ I "J III TO IRE. I I III III III 4I III �I fir' � "�) � " m e PIPE EX T. 15.0' SIDEWALK PI20P' m— - - 2 !EXIST 24"I MATCH LINE EXIST. GRASS _ CCI,. DWY Dom.. EXIST 6" W.M. TO MA/N CUP PIPE 3 " I To REnw/N , S" nG�� T S-4A — — 36" EXIST 36" S.S. TO RE E TO BE EXIST B" V.C. S-1 L EJ J I . W e CM PROP. l8" S RELOGITE I I- —� z � J ° PROP. - / x--�-11 LEGEND: 0 n I S.S. /./ EXIST EXIST. l8" / 78" S.D. 2 - C.I. S.S. - -- TO RE - .CHAIN F�'NCF;' "� _ _ ___9 I _l� �_ _ __I _II _F_ _� 0 &lLID TOTER VALVE BE ADJUSTED X BELOW W S.S. - 5 _ Ern 26 _ BELOW - _ _ _ _ - —j - 79+00 �- --_ 4_S ___+_____ M __ -��_ 2 -"_F _ __ J___t___}J_BY CHY'S CONTRACTOR. 3 � -LID TO REMAI_ ____ __ _ _ __ EXIST S4NlTARY SEWER g - -�� - MANHOLE TO BE ADJUSTED - ---- _ _- - - - - - - E BY CITYS CONTRACTOR r EXIST ORAI AGE M.H. 2 _ _ — -},- - _ _ EXIST. 36" C.`, I OR -- - S-2 TO BE RFIPUCE F - - - --- a ___ _____ _ S 3 r — � 6 -- _ ,___ EXIST FORCE M4/N VALVE EXIST UAIN I - " CI BE ADJUSTED BY ; O PRO P EX T 10" TO REMAIN r EXIST. Ali CITY$ CONTRACTOR - PROP. I V.C. .S. a I I I I -46 \ ro NTRIC EXIST. ELEC 4 -- - -- -- _--- --- --- i6"FM xisr. " 3------- - -- -- -- -- --- -- f o BE ADJUSTED BY CITY � J S o EXIST. GRASS I EXIST.�.M� �,L IN GRASS / I CONTRACTOR , —.. ro REnw �" — —- EXIST. t5.0' SI WALK PROP. 6.5 SWK _ _� ! O ry7l(� -__�_ � CpNltr�� � EXIST. 30 RCP POLE TO REMAIN EXIST. PANEL BOX BE RELOCATED BY EXIST 10" w K tol PIPE TO REM4/ ` \ EXIST. ELECT. THE UTIL PANY V.C. S.S. TO PROJECT LIMITS ` Box ro REMAI nREMAIN STA. 18+45 \� EXIST. PoWER I' 1 ) AAI /ST. METAL ,/ a I POLE TO REMAI << 'P LITTO REMAIN L E T 24" EXIST 48" RRESI�ESSED Iwl S.W. 26TH ST. 11�� �k y V L CDNCIYETE F.I- EXIST.LIGHT POLE i li BE A� USTED BYTO ()MN�ONED)'I - �I TO BE RELOCATED 0 T CITY'S NTRACTO _ BY CITYS / ` B CI S 0 R T- _ _ _-_T-1---r- LOT ], BLOUFF CK J4 I CONTRACTO " L 4-4l - SILVER FLESTATEs� SECTION e" (To -se) I SIDEWPCg I SL�T 2 .PROP C� E T STA. 7+24.39 B S.W. 26TH LANE IVi O1 _,F S-5 PROP., //�V +---'LTi- �i ' EXIST CATCH BASM I RIM ELEV= 734' _ R W , gkp0 /� 15" RCP INV (NE)= 3.05 i/ ` \\ Q _ \ lIII T ) BOTTOM ELEV= 2.39' V L II XIST42" PROJECT LIMITS - III CONC�SSED STA. 9+70.05 S.W. 26TH LANE \' I I (v III III III III III (ABANDONED) A, ON TRACT A I I III III I _ jai S NAPOU PROPERTIES b I (65-45) I III V^ I',1120' ALLEY 7 Exsr. um T. 42" EDucHT LINE CONCRETE R(AANDONED) II II a 0 20 40 c LE 21, BLD� 41 PROP. 24" SILVER BLO UFF EsrATE EXFILTPA TION DRAIN SECTION "c" (1a-65) SCALE 1"=20' IcnlE SEAL: CITY OE ML9M1 SCALE: - Au + CITY OF M I AM oEETCE of cAPTTAETa/PRovEME:VTI AS SHOWN -IEcrcE OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME PROJECT No. UTILITY PROJECT No.: 26TH STREET DOG RUA'PARK ADJUSTMENTS PLAN 2154 o eA '� u e B-193522A owc. No.: sr+eeT: aEv DATE ev_ DETCIPnoN n.E�T/2T/2ou a�1 .N o�wii}: CS-15 / 37.5 Lm 21, eLocR 51 LOT 20, EXIST. SIGN (R2-1) TO i/,/ 37.5' s�LVER aLUFv EsrATEs BLOCK 31 RELOCATED TO STA. 18+ 7.5' SILVER LOT 19, BLOCK 3> 32 D. I fyl 23' SECTION B" (10-68) SILVER BLUFF ESTATES J s BLUFF I8"-45' WHITE ESTATES I SEc1/BN "B„ rla-se) / EXIST. SIGN (ROM S TO BE �, I 4.E RELOCATED FROM STA. 19+2Z09 SECTION B' 10' O.C. (TYP.) _ 6" DOUBLE YELLOW W/ REFLECTIVE PAVEMENT (10-68) 6" WHITE O.C. (Y/YJ (TYP. MARKING (RPMs) 0 20 _ - - - <, y 18" 4 WHIT ®10 0 C f lI� ^ a XISI - PROP SW a9 709 W/ s R ®10 (ttPJ IIIDNII OII 700 1-5 T. SI TO BE © I I o D (03-1) AND �J 6" WHI II ^III i-i R CE D3-1 SIGN - EXIST SIGN TO CBNC VH (' .� CONC II II REMAIN 18+ 5500 (SPANEL ( SW 26 BY I )' -0WY DWY l8" 45' Low 10' O.C. JW/ -i W 26+8291 )C. DOUBLE Y/Y a0�('IYP.J ®pMl +22.71 O 34.8 LT. +00.92 k w 16.5 LT. 22.7 LT l8"45' YELLOW ® 10' 0. +74.66 - - - -s Y/Y & 0_ TYP. _ 16.6 L . 16 _ 16.8 LT._ R5DPROJECT LIMITS - - �- - 1-PAVEMENT MARKING 9+00 +30 89 ' . ' . ' . . ' . ' STA. 9+Io. os 11.4 LT. ' . ' , ' , (RPMs) ® 8" O.C. (Y/Y) (TYP) , S.W. 26TH LANE - - - - +01.49 0.0T +01.96 ? �. .,. S. W. 26th 10.0 RT. �50 �o .+47.31' . ' . S.W. .Z6TH .ST_,._,,,+7225 �I p _,1.1'[T' .6"b0UBL6 YELLOW.'WJ �'. 20.1 LT. 'Ok 0 PROJECT LIMITS ST +94.99 ���o om REFLECTIVE PAVEMENT . STA. 18+45.00 /6.s RT ,P MARKING (RPMs) @. r0'' g, S.W. 26TH ST. - +48.03 ° D C ,(YLY) (TYR . ' . ' h/ 3 - 1.9 RT +57.71 7 WHILE _ EXIST ASS ` . ` +48 IO 1p0 'E s, . PR. '. KRT.9 EXIST 3 @' SIDEWALK ° a OP65DEWAL11.1 R 6" WHITE 9 8T I8"-45' WHITE ® 10' O.G qq`�®per 0 24" WHITE . ` �+ e RPMs R/W 0 10' (TYP. l A�?y�� v9992 �626 9�53 S. W. 2V fh ST. U Fl.EC7IVE PAVEMENT d EXIST. SIGN TO a 8.3 LT 2,1 8.9 RT , MARKING (RPMs) 08" _ �\ 6" WHITE `�. BE-RELOCI0 "o_ +78.09 R .0 (Y/I") TI s�S r 00 4"wrerE _I---- M---- Ri-1�71.37oo. 0.7 LT. + O`f 3 .49 I a PROJECT'LIMIT$ D3-1 i� N �' ° R9.5 20.7 LT RT. 6.2 RT 7 L 2" WHITE STA. 7+24.39 q S.W. 26TH LANE h,i� gDEwN i R1 °o.o. 6" WHITE 4.0• 0 Q 5 LOT T Bmcr 3a ' S0 LF OF B" DOUBLE YELLOW W 6? #, , I SILVER BLUFF EsrA1E3 / R0�" n +94.45 sEcr�oly e" ) REFLECTIVE PAVEMENT MARKING i R a 2 +88iY2. +34.01 (RPMs) 0 20' O.C. (Y/Y) (TYP. Cr. I O 4.5 RT 5.2 R S• I 33.2 RE +09.52 C 16.9 RT. XIST RAMP AND / L✓. +79.7� +71.67�' F-IisT DETECTABLE WARNING N dlN Wpy 321RT. 13.6 RT. I� c� SURFACE TO REMAIN N //DRIVE L. i .32 NC - '� I - + DD o y o// +66.50 '0 0.0 �RL. OpIJEWP J 50.5 RT. i 0. •o. f.+ VWp - 10.0 LT. � 0py ' O o "WHITE �EC71VE PAVEMENT EXIST. SIGI I IN +20.55 )�T MARKING (RPM) ® TO REMA14.93 IN 10.0 RT. iB.B "RT. C1 8" O.C. (Y/Y) (TYP.) A 7 +06.55 OONC' y jl - z EXIST SIGN TO REAMM �32 10.0 RT. �INEWA ) ) STA.20+00 CE & e S.W. 26TH ST XIST. SIGN TO REMAIN 3 0.0 T � L <-� & @ OF CONST. OF / SW. 26TH LANE i I i 4.2' III wNX� I WHITE 3a.5' / SfREE1NN 5 5 gDE 4 18"-45' WHITE @ 10' D.C. W/ I o 37.5' XIS 0G TO REN 151 GRPS 0sl 6E0c tPF65) �20' ALLEY , RPM, RAW 0 10' (TYP.) _ TRACT A w 48.5' +' EXIST SIGN TO REMAIN NAPOLI PROPERTIES ; w - P .7 RT qJv ION I I (65-45) >c r III I i � yy /�j YELLOW (6'-l0) TYP. D zo 40 ; 18"-45' WHITE 10' O.C. W/ RPMs I I 4. SCALE 1"=20' illE SEAL: scnLE: - FII Y OF MLAMI z wry CITY OF M I A M I OFFICE OF CAPITAL Ll1PROVEME.VTS AS SHOWN e cuEo a: OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME PROJECT No. PAVEMENT PROJECT NO.: a 16TxsTBCETnocRraPAag MARKING PLAN 2154 I cr- '�o • u ew B-193511,A Dwc. NT,: SHEET: aev DnTE Bl, DESCRIPTION-D,/27/2O2a (m)_ �:i»ia CS-16 I�a�ne rraysY ro f wr,. ExP,wvw mr<r nxY wwCIITY OF MIAMI DBPNtTMeNT OP RBSILtBNC6 t PUBLPC WORRS R-02 CONCRETE CURBAND GUTTER IT 0 rw w cuu rw as cvu �I1�Iruy ay� •suss sxu, .s ,nz wax ____________ - vacx m nawau I�sr,Z � « au cuss on no,r,.w: rw os onrvawar _ < ar =9 ax cuarzx, ina co IXI CIITY OF MIAMI "" CITY OF MIAMI DBPNtTMHNT OA RBSILIBNCH k PUBLIC WOR83 R 04 DBPARTMHNT OP RBSILIBNCE I-- WOR85 R-06 CURBAND OUTTRR RND TR4NSTTfON9 STANDARD CONCRETE D$(VEWAYDETARS W/CURB& y' MAX I - (MIN) TWE SP-9.5 i' SA *CUT AND I'FC-9.5 ASPHALT#� CONCRETE COARSE. EXIST. BASE & PAVEMENT (TO REMAIN) 7=�it TO BE vs RfAlOVLO 1. (•J FEATHERING RATIO : D.JR RESURFACING, TOTAL LENGTH FRICTION AT 7Hf OUI"EBEGINNAND END O" TO BE DETERMINED BY RELD CONDITIONS AS DRECTED PAWM COARSE, THE EXISTING CUT BY THE ENGINEERAPPRO. PAVEMENT SHALL BE SAW CUT TO AN E CLEAN BUFF DEPTH OF i` TO MAKE A ENOUGH BUTT JONT, AND REMOVE RE-W. MATERIAL FOP A SMOOTH RE -IN. THE COST SHALL Bf ED IN THE fRlCROV COURSE PAY 17EMITEM. FEATHERING DETAIL AT BEGINNING OR ENDING OF RESURFACING N. TS €_ CITY OF MIIAMI DHPARTMENT OP R85IL]ENCH k PUBLIC WORBS ft-09 TYPICAL SIDEWALK SECTIONS DESIINED By SEAL, °x CITY OF MIAMI OFFIC„ OF CAPITAL IMPROVEMENTS '�a a u M pos).xo(wsil. CITY OF ME9M1 OFFICE OF CAPITAL LIIPROVEMENTS PAVEMENT AND GRADING DETAILS SCALEDIA: - AS SHOWN Blz, ck , re= „�,,,.s.`ro.r.�=i °s___ PROJECT NAME PROJECT No. PROJECT NO-lE.: "54 E— No.: sr+eeT: o eL 26TH STREET DOG RUNPARK B-193522A "r01J2TJ2D21 CS-17 REV DATE ev_ DESCRiPTJON s'+�5 ,. SECT/ON 'A -A" A A n PLAN ox . L J �n8� � I � � �'� OoO0000O � 9BCITY AN OF MIAMI DHPARTMHNT OP RBSILffiNCH B PUBLIC WORKS °" ESD-02 CIITY OR MIAMI - DBPNtTMHN OFJILA�RES—EME LC WORKS a` CI TY OF MIAMI DBPARTMHNT OF RHSILI8NC8 B FOR— WORKS a` _ CITYOFIMIAMI DHPAR SI LIE WORKS a` ® BTANDARD DRAINAGE INLET FRAMES&GRATES mn... mw FRAmg&COVER .., USFGR FRAME& GRATE SD-09 ,.u,p� �P3� .,,1., PRECAST=CULAR&SQUAREDRAINAGESTRUCTUREB SD -US TOPELAED OH SQUARE/ RECPANGULAR DRADVAGE STRUCTURES SD-06 r ,:w<c �wo:.vv� J -; a 2 F r°INIro;E� : bw E x °N E FRONT ELE—ON SIOF ELEVATION F� `sot/ ,ts vea vcax -®IF ° fµ°ME ®� REF°x,N°E mrcry I rvResl lsre ?IEIIF �Ip�r- NOTES Ill IA s. wmv roust se z eetow cwresr rmexr ox eonoNTS. <owesr vxe. wxicxevex rs waves,. CITY OF MIIAMI DEPARTMENT OF RESILIENCE A PDRLIIC WORKS �A'L CITY OFMIAMI"` pBPARTMBNT OF RBSII.I8NC8 S PUBLIC WORKS CFFY OF MIAMI pBPARTMBNT OF RBSILI8NC8 b PUBLIC WOR88 TYPICAL EXPIL` ATION TRENCH PROFILE SD-70 TYPICAL EMFLE WON TRENCH CROSS SECTI ON 50-0] TYPEIISEAIMER FtlR FRENCH.DRAINOUTLETS SD-14 IDESIINEDSEAL: °g CITY OF M I A M OFFICE OF CAPITAL UFMP�TMOVEo�ENTS pos).� .I-): CITY OF MIAMI OFFICE OF CAPITAL LI PROVEHENTS SCALEDRA: DRAINAGE DETAILS PROJECT Dwc. AS SHOWN wN clEo ev.c , PROJECT NAME PROJECT N°. No-lE.: zis4 No.: sr+EET: 26TH STREET DOG RUN PARK B-193512A "EE01/2]/4D23 CS-18 REV DATE By o DESCRIPTION LOT 21, 6LOCK 31 LOT 20. _ I LOT 19, BLOCK 31 37.6' 37.5 _ SILVER BLUFF ESTATES SECTION 6" (10-68) BLOCK 31 ( ' O I 70' ALLEY SILVER BLUFF ESTATES SECTION '6' (10-68) x ae y 7.5 23 32.D BLUFF ESTATES sEcnonl "e' I I ) I y- 'o0 2 4.3' § —I—-----�--�-- EXIST. t5.0 SIDEWALK80 PROP �6, SWK �, �� a 4 S. W. 26th �` o & OF CONST OF �O ST. �• S.W. 26TH ST. s - n EXIST. PS-9� TO REMAIN _ t EXIST. GRASS EXIST. t .0' SIDEWALK PROP. 6.5' DEWALK n WY - g S. W. 25th TER. / 9 0 "NPLK LOT z BLOCK 34 savER aSUFF ESTAres 6 5, 51D 6 sccnoN 'e" (10-sa) I PROP. 1 >�� � � • �/ � o / e [NC' � OF _0 �r - a DR�hY ' (F( /" CON5T.Or OND OO �61 �N0 CDIYEWPY — —� 0 _ D CON pY o 0 kp�' Sy. pPR K WpY � - �E-ONE DRN 8 0 � � 'I c T Heavy Non Walk -In Rescue Custom pRNEW ( J Overall Lenqth Overall Width Overall Body He& 36.083ft 8.333ft 10.000ft _ �� 's. .o ,FF Min Body Ground Clearance 1.393ft STREET NNE I 5p yDEW Track Width time Max Wheal RAngle 8.333ft 6.00S 45.00` IST ON REM EX ING ( (F 5 �)� GRAB EYIST E �19' t 20'ALLEY TItACTa nnvou vRovERnrs _ Pw" pt t I I (15-15) @ LOtR BTBFFC �t OP 65t SiRtioN 0 20 40 € � t SCALE 1"=20' DESIINED DRAM�a By o e� sEAL: o: °e CITY OF M AM OFFICE OF CAPITAL IMPROVEMENTS 's CITY OF ML9M1 OFFICE OF CAPITAL IaIPROVEn4E:vrs PROJECT NAME PROJECT Nn. 26TH STREET POGRD PAR% EXHIBIT TRUCK ACCESS SCALE: ASS"OWN PROJECT No.: 2154 - A REv DATE ev_ DESCRiPTnON "TE01/27/2023 u ew awl .N . (-)}: B-193522.9 owc. no.: sr+eeT: CS-19 \� �° 4^`�k� ,S 0 �/ x � / NOTE: i- PROVIDE ACCESS TO PS-9 2417 DURING CONSTRUCTION I _______ __ XIST 3B CASJar-- EXIST. G9TCH !� N �, ,q+ Jos ^� _x PIPE TO REMAIN TO BE PLACE °. "es PROP. CHAIN •LINK FENCE, --------- SEE DETAIL ON SHEET CS-27 _ _________________ �3HffT _ ____ -«.____________________ --------PoST-_------_-_-_--_- XIST EMERGENCY PoP. STEEL - PUMP OUT � _ ___ � E--------------------------- .s EXIST. 32.5 x2T ,--.—:—�'r- ��DRYWELL4-1 TRUCTURE 8.. , 3 - - - - - . - T b�W,M- _________- a v�J"PROP. " ----"° —.,s _4 12.0' S E'XlST. 24"F.M. A CHAIN LINK ;� c FENCE, ,«, " SEE DETAIL a y ,". EXIST _ EXIST. V,1IWELL i J'----- -- --- -" PROP. 27 [F �CCEWIi4TCH -------------�- I t OF 78" PROP. STEEL �I � "'S HOPE SOLIq N SHEET l 2 .® PS-.9 TQ EXIT ORYWELL Fq POST (IYP PROP. I5" , access HgTC sh m 1 SLIDE CaTE '° PIPE ® I ,o REMAIN I °' ' XIST. oRrwELL 1 PROP. CH4/N o ` SEEDETAIL 0. is$ EOUIPMEN�ACCESS" 4 LINK FENCE, `� ON SHEE(n }* SEE DETAIL ON b 1 CS-20 ----- m ^ SHEET CS-21 6 o_-___- �� � �Y � ;° , PROP. EVER �.i" NS7_ 24" F.M_ s -,� — — — � _'__ T �� � -- � '' --- ^ � � SLIDE GATE � 79r a aw �+�,T � � 781 m� ., m ;, 794 i ^ 1:e G a ar ..^" �A .75 5 i769 EV \, a i `T � 740' $" B.00, Q 742 6.05 l55 \Zp / / 79i �� 744 ^ ,Y 7.81 11 4 - 7.47 744 — — — 4 s Z50 EMERGENCY 7.90 �\� PUMP OUz 752 7.55 III f & OF CONST. OF S.W. 26TH ST li \ \\ v"�T Fwsr. 2 \�ELOSED VALVE) I I � — — — — — — — — — — — — \ '^/ }11 \ EXIST. 48" PRESTRESSED �00 �i \ \\ _ _ _ _ _ CONC. F.M. (ABANDONED) �� _ — �__ —_ ________ 5 � • x\(a� �� �,� QNE� VVV owu rr F M?<—� kBOF CONST. OF III S.W. 26TH LANE ���ONC. SEX P i"�f ( �e-.—•—'--'� � ISi. 47 i� OW� ') CC°„Y`�. 0 10 20 / SCALE 1 =70' ICNE SEAL: °DRAM CITY OF M I A M I OFFICE OF CAPITAL IMPROVEMENTS '°a pos).�oPO i�: CITY OF ""AI OFFICE OF CAPITAL IM1IPROVEME.VTS NEW FENCE AND DRIVEWAY FOR EXIST. MD—WASD PS-9 SCALE: "5 s"0N" Blz,'+ OR ev.c , , PROJECT NAME PROJECT No. PR0Jf0T NO.: zTs4 °w °- 26TH STREET POG RDA' PARK s-rv3szzA "TE0172772°23 CS-20 REV DATE By o DESCRIPTION PoSTG 14 W. x �' 5—Wx. 9 GLYS xax. aN REY O N' .EXRRS I-- 5'-0'.1.. e• I +�I "01L�lix` inY oO lbs rrrt n� 6 ,M earcom xamw.cr rexe lxa ral.eeal .raae tx aw o raeru TENSION 61N'L5. 4 . PER B9R<EO - - 14 G. x �' TENSNAN 0 r ®5ueeom xou 5cn.ms,ew cepri' xm.. vxrcs .f s n ses wexla a^re su eeert vo r 2 w' ce afY xmm w r SPACED IS" TGP RAIL h �^. �^. BgNDs. 4 PER BIR Q +Ire n wiq i T 15 'ueo PAACE: W' NOMINAL a 9 GUGE { EOW `FACED L' h GALVANIZED STEEL PIFE SCHEDULE 4o CHAIN LINK FARM. No. 9 W GE 1" MESH. 1WYS2 AND 89 ]IES O CHAIN LINT( FABRIC N 9 WGE ?` MESH. iN9AND AND 15' n:c°r vMlj'I'' roIN xog Y x - ix" ENSpNIA all9 WUGE E5O M I I .xa:c Inwa e T4' NAX. ON ON. ri'aYr*na,an ea CONC. 615E CROWNED CLENTERS rw`O ]RI155 815E CROWNED h BO GROUND D AT RNSION WADE: G NIZED 1"ABOVE I 6 2 wxx ALL h ¢ c m a e' NONAWL aYa`NDN.I '� ,. GLYANIZED 1Yp`NOM W III GLVANIZED `-1 Imo.. u I [ I, GLYANIZED ,I I.. ^ II^ STEEL SCH. 10 A I,' n 11 STEEL PIFE - I 0 GAL IpNIZEO I i 5]£EL PIPE of ICDNCRE]£ 1 Y O 11. ' 1 :. I S5CHEDEL UI.E 40 CANTILEVER SLIDE ISHEwDUL140 fGOTE , 41 ISCNEDIII.E F Rf1E .tlNCRETE GATE DETAIL FON DOIER OOT 00 £R NO Post F Posr UNE Po 1-vas S TT ON .4-A N.7. S. 6' HIGH CHAIN LINK FENCE SCALE: 1/2"-1'-0" CHAIN -LINK FENCE NOTES: horage 6" StarMard, (Shown Desned) 1. ALL TUBULAR MEMBERS SHALL COMPLY WITH ASTM STANDARD A53-908, PIPE, STEEL, BLACK AND HOT -DIPPED, ZINC COATED WELDED AND SEAMLESS" AND SHALL c'smawaw wim - 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. rnlcxelrea Edge _ 2. CHAIN —LINK FENCE FABRIC SHALL MEET THE REQUIREMENTS OF ASTM STANDARD A392, ZINC —COATED STEEL CHAIN LINK FENCE FABRIC" ZINC COATING OF SlaOe 2% Max. (away rrom drxv-mn - 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 STRANDS), WITH A MINIMUM ZINC COATING XPdINTS, 41 OF 0.5 OUNCE PER SQUARE FOOT OF WIRE SURFACE (CLASS 2 COATING). THE INDIVIDUAL BARB SHALL BE FOUR PER TWISTED AROUND BOTH WIRES, WITH _ THE BARBS 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 var y. A v e WITH ASTM STANDARD A-153, ZINC COATING (HOT DIP) ON IRON AND STEEL HARDWARE" (4 Mi, ReRwred for 5tebilrty of rsailingl � 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, %aewrs rrrai $ Y. 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. TYPICAL SECTION ON B) AS RELIEVING THE CONTRACTOR OF RESPONSIBILITY FOR ANY ERRORS, INCLUDING DETAILS, DIMENSIONS, AND MATERIALS. CONCRETE SIDEWALK C) AS APPROVING DEPARTURES FROM DETAILS FURNISHED BY THE ENGINEER, EXCEPT AS OTHERWISE PROVIDED HEREIN. 6_C5 N.rs T 1 6. APPROVAL OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR DETAILS OF DESIGN, CORRECT DIMENSIONS FOR PROPER Post - FITTING. CAPACITY, PERFORMANCE, CONSTRUCTION, OR ANY OTHER REQUIREMENT OF THE CONTRACT 7SHOP 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. R' R eaxe erne B. 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. 10. SEE ELECTRICAL PLANS FOR CHAIN LINK FENCE AND GATE GROUNDING SYSTEM. BASE PLATE DETAIL 71. SEE SHEET E-4 FOR ELECTRICAL CONTROL PANEL SLAB & ELEVATION DETAILS. BASE PLATE DETAIL N.7S icNE oEs o ev. SEAL: CITY OF MIAbTl s SCALE: - DR —CITY o e� S0. A0.f e o OF M A M OFFICE OF CAPITAL IMPROVEMENTS 'Aa OFFICE OF CAPITAL El/PROVEME:VTS PROJECT NAME PROJECT ND. 26TH STREET POG RUA' PARK FENCE DETAIL AS S"O.N PROJECT NoLCF.: zis4 REV EA1E 6v: of SCRs PT ON "fE01/ZT/ZO23 1 u ew (50+I �W LIA. (-)5. B-193512A owc. No.: sr+eer: CS-21 S 1 6 BUILDING SETBACK ZONING LEGEND: ZONE CS nnclpel 20 fl..rt SITE ADDRESS: 2201 SW 26TH STREET MIAMI FIT 33133 REQUIRED PROPOSED SUVERBLUFF b. a loft.... LOT AREA 1000 SF MIR,. 8,E16.12 SF Bld 5ft m1.. 20%LH NO total min. LOT WIDTH 50'MIN. 75-INAAM 30ft mI,, LOT COVERAGE 10"m N/A OUTBUILDINGSETBACKJ3 LONL1) GREEN SPACE 25%LOT AREA MIN. 79.4D6P s. Pr.pal Pr.m 20ft min. P bsa�.daryPm.l ftftml.. LEGAL DESCRIPTION: ,SlI. Sft. mi.. LOT12ANDTHE EAST 112 OF LOT II,B VER BLUFF ESTATES d. Real Sft,ir. SECTION"A", ACCORDI NG TO THE MAP PLAT THEREOFA3 RE CORDED IN PLAT BOOK 10, PAGE 59, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. Folio 01 A115-0 06-1240 7 4 3 2 1 10'-0" FROM FRONTAGE LINE - WALL H EIGHT TO RISE FROMY FROM MLROAD) TO HEIGHTTO RISE F ROMOSE D) L �� LIGHT POLE, TYP. ASCOM © MIAMI MINI PARK 2211 FENCE TO BE 2'0" .,FLIll FROM BACK a .T � oFSIDewALK F MIAMI CLIMBING BOULDER, TYP.���1/�l CITY O", "", z' HAMMIE'STUNNEL HOUSE EXISTING SIDEWALK 3osa,s,3oo," O TO REMAIN r�RAIN, coxsuvnxrPom DTYP. (\� L J sEECv1L CGNCRETE WALK AECOM BENCH, TYP. maes,irvc CONCRETE SIDEWALK F3a fi CLIMBING BOULDER O TVP EWE'S BOULDER BRIDGE TYPE 2 O _ —WAS E RECEPTACLE, 6' SURVEY �a TYP. O O PETASTE STATION s,n"mo Wo a � rcai"menmm PARK SIGN WALL IRRIGATION HYDRANT FIRE RANT a221 O a ° � D KING NTAIN�` 11112121 ss,"i llx 11 WITH PET, WL O aO a 'may, II��F 4 BIKE RACK,TVP. r T CD) INSTALLATION L®J d f x lZ E 17P 4'CHAIN LINK FENCE, TYP. 26 WI4'CHAIN LINK FENCE GATE, fTYP. Hg EXISTING SERVICES, TYP. 1STR EET LIGHT, TYP. � (��. � SEE CIVIL � � q7 ❑ X WV M z Z Q a 3 FULL SCALE (A RCH IN: 1"=10'-0" N HARDSCAPE PLAN 01i xu 0 5 10 20 40 6 5 4 3 2 1 ] 6 5 0 2 1 Oro ROOOR Pwrv��rva�E EORMORE�rvEORMAT�Orv-.reo *_w Ll I- /REOMMErvoATORMniuH cTVEv41'=TORIaa000aeou�EaEEoaEor1I—MINToxs....... oRE<EPAA�rv� vwwwwwwwwwwwwww�� :1°"TOO�aRAa�uTEa.E R PER o°�I REaT ErvT ° '—EaE°Ear moo:"�0N1.1TT °�lTu°TaEaE�aoF�w.P� / R L` w� ;,„P�i �` wi MINT nRURURAEREaT ATEaArva oMPAREaPER �.° w°TTw�Ta�rv.zaaoF�orv° EPou 1i10a o�En. AaE. A .e "OUT CTOI LL°o,�'"I'N'sE.sMoa�P�aoLEoaaPPo aYaETE O (J�CONCRETE SIDEWALK LAYOUT (J�CONCRETE SIDEWALK SECTION / 1 CONCRETE PAVING TYPICAL JOINT DETAILS SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PE EN urvo0 EN eoTT� DRIIN LLE TOP R ss Ana p�� ANce HoARL AP2WXEMATUEArvo LO gza3 ED oAIOR OUNTAN OE L ao ss alas 'o owrveR OR J ° re a A�MTHAT. mry PLUM, N,1ORHETO E Ns POsiT' EDTM METNAOTORoavTO I DRY WELL M — NO WITH ALL AND REIUCCLONI i18 e wimawrvrs nrvourvoLO EORourvounuT�s AREAT0_D corvILc OFr 0-1—Nuo ciORRE COO" 4 PEryEND A nue oRAiry A«Ess 000R m rviTARv seHeR,A aTwawiu TO EnnPTv F souls cervreReo m an wurvTAiry ory ceana irvisne urvoeR AOAARm oaaosiTesme ee rve �oEEW/rna TOR . oanD TADM= °°oiA wca cE oLEAN OUT, IP HAueesRffry OR A=1.TEEEAE oEPEaE=rAE — — -- ewo �.aw aPwrvT AREA IrvTEaME°IaTE.MN Roo: Pill IE aAEKET NEERTNTw] I II —1I �1 1 To ����Ea �i �A� i �� Rlk � Pao°�°E°RvoTaE1 �.»ns ouM�N°�oLEs. M—yp— — oNCIETE aCCE TO L I COrvuaETE—E g �RORI ° I I ° .oE=uR°aA°E so�LIUICM°E _ lnlN°.oIR E.IITINCIOIL _�,�I 4 DRINKING FOUNTAIN W/BOTTLE FILLER +DOG BOWL 5 BENCH 6 WASTE RECEPTACLE SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 6 5 0 2 1 7 (c) ors (D) (E) N12ED —Ec =yl IINIINI IINI D I NI�ll�lN�IIECI.I�E�EDIN�CCIID�NCE.I�l.�NIF��IIEIIIIECIFI—IINI IEI E. �DF I 11�,NF""'I'E CINl NE. 'N 'F�NC " Cl llEN'I'N'I'DE �ED��CICF,%IEE--W 11-- IE lElE.ED T, PET WASTE RECEPTACLE SCALE N.T.S. 4 CHAIN LINK FENCE T 7 5 BIKE RACK III SCALE N.T.S. 11 CHAIN LINK FENCE GATE SCALE 1" - V-O" SCALE N.T.S. a =e T OOLITIC LIMESTONE WALLAND COLUMN LOCATED IN SURROUNDNG NEIGHBORHOOD DESIGN INSPIRATION FOR PARK SIGN WALL 6 SIGN WALL CAP ENLARGEMENT DETAIL \ RE:#4/H D-505 / 1 STOSHALL WER NARoUNDRS SHALL WRAPAROUNDTO O O CREATE APPEARANCE OF FULL STONESFTYPR F DEG R PARK 4 2 ROUGH TEXTURED OOLITIC LIMESTONE, SIZE AND RELIEF OF STONES AND WIDTH AND DEPTH OF SEAMS VARIES 6" HT. PARK NAME LETTERS, FIT CUT ALUMINUM W/ PAINTED / SIGN WALLCAP FINISH, FONT: TIMES NEW ROMAN BOLD; MATTHEWS PAINT SOR EN ARGEMEM DETAIL A PPROVED EQUAL; LOW VOC ANTI -GRAFFITI SATIN FINISH; RE:#4/HD505 COLOR: MP41254TOUCH O BRONZE METAWCORSIMI AR 1 FABRICATEDALUMINUM PARK SIGN PANEL W/ REMOVABLE FACE PAINTED FINISH, MATTHEWS PAINT (OR APPROVED EQUAL) yl LOW VOC, ANTI GRAFFITI SATIN FINISH b� COLOR: MP46305 ANCHOR BRONZE METALLIC OR SIMILAR / STONE PATTERN AT CORNERS - O - SHALL WRAPAROUND TO 0 CREATE APPEARANCE OF FULL o STONES'TVP.) o DOG R o PARK G FINISH GRADE ` O I 0 10'-0" NOTES: OWFINALSIGO OWNERST 'S EP. VERSIONS TOBE VERIFIEDC 2. N. SIGNAGE WILL SUBMIT SUBMITTED TE FOR ERMIEW PPLICATION FOR WARRAN OW PARK NAME. OW NER'S REP., ASAPPLICABLE, UPON SELECTION SIGN. SIGNAGE WILLBE SUBMITTED FOR REVIEW VIAA WARRANT OF PARK NAME. PARK SIGN WALL FRONT ELEVATION SCALE: NTS ROUGH TEXTURED OOLITIC LIMESTONE, SIZE AND RELIEFOF STONES AND WIDTH AND DEPTH OFSEAMS VARIES FABRICATEDALUMINUM PARKSIGN PANEL W/ REMOVABLE FACE; PAINTEDFINISH, MATTHEWS PAINT (OR APPROVED EQUAL; LOW VOC, ANTGRAFFITISATIN FINISH COLOR: M P46305 ANCHOR BRONZE M ETA W COR SIMILAR 6" HT. PARK NAME LETTERS, FLATCUTALUMINUM W/ PAINTED FINISH, FONT: TIMES NEW ROMAN BOLD; MATTHEWS PAINT (OR APPROVED EQUAL; LOW VOC ANTI RAFFITI SATIN FINISH; COLOR: MP41254TOUCH O BRONZE METALLIC OR SIM HER 00 NOTES: 1) FINAL SIGN TEXTAND DIMENSIONSTO BE VERIFIED BY 2) CONTRACTOR TO SUBMIT SEPARATE PERMIT APPLICATION FOR SIGN. OWNER OR OWNER'S REP., ASAPPLICABLE, UPONSELECTION SIGNAGE WILL BE SUBMITTED FOR REVI EWVIAAWARRANT OFPARKNAME. PARK SIGN WALL REAR ELEVATION 7 6 5 TYPICAL PERMACAST 2.0 WALL ELEVATION 4 3 2 1 A=SCOM MIAMI MINI PARK CITY OF MIAMI I COLUMN SPACING MAY VARY AECOM Hces we DEPENDING UPON EXISTING CONDITIONS AND DIRECTION BY 1 T—r 21 Floor & ENGINEER FOR SHOP DRAWINGS. 3° lol SURVEY.: oowrel5al ltesrea,sute�no IRRIGATION SIZE& DEPTH OF FOOTERTO BE DETERMINED BY CONTRACTORS STRUCTURAL ENGINEER. sa vn uF- 1 HARDSCAPE DETAILS 04 xu 1 6 SIGN WALL CAP ENLARGEMENT DETAIL / RE: #3/L-05� \ 2'4" / ROUG H TEXTURED OOLITIC 8" S.S. DOWEL MORTARED IN PUKE, 2 LIMESTONE ESP.) PER CAP \ 8"x8"x16"NOM. SMOOTH CMU BLOCK WALL FI LLBLOCR W/6R0 UT (TYP.) SEE ART CCLUMN DETAI L j" DEPTH MIN. MORTAR RE: #2/L-05 SETTING BED ESP.) a" THICK MORTAR j4) #5 BARS JOINT, FULL ESP.) (EACH CELL) 3, 000 PSI CONCRETE FO UNDATION n Tvo_ CFI NISH GRADE }}H �3-#5 BARS E.W CUMAN DP RSTREGATE SUB COMBASE, D AG GR EGA. NOTES 8" 6" TVP EXISTING SOIL ART INSTALLATION COLUMN SIGN WALL CAP EN W RGEMENT DETAIL RE: #3/L-05 / 8"S.S. DOWEL MORTARED IN PWCE,2 PER CAP 1 2" x 8" x 16" NOM. SMOOTH CMU BLOCK CAP zDEPTH MI N. MORTAR SETTI NG BED ESP.) #5 BARS @ 48" O.C. ROUGH TEXTURED OOLITIC LI MESTONE (TYP.) 8" x 8" x 16" NOM. SMOOTH CMU BLOCK WALL FILL REI NFORCED CELLS OF CMU BLOCKS W/ GROUT (TYP.) I"THICK MORTAR JOINT, FULL(TYP.) 3,000 PSI CONCRETE FOUNDATION FINISH GRADE #S BARS@16"O.C. 3-#5 BARS LONGITUDINAL COMPACTEDAGGREGATE SUB BASE, PER STRUCT. NOTES P. 4" EXISTI N6 SOIL SIGN WALL COLUMN SECTION 7 SCALE: P" — V-0" 6 5 0 ART INSTALLATION COLUMN GRAPHIC DEPICTION 1" MIN.AIR GAP, TOPAND BOTTOM V Z FACE OFOOLITI CLIM ESTONE FINISH BEYOND 1\ pmN SIGN PANELFRAM E STUD MOUNTEDTO WALLW/ THREADEDALUM. STANDOFF HARDWARE (TYP.) .. p 2" DEPTH FABRICATED ALUMINUM SIGN PANEL W / REMOVABLE FACE FOR SERVICE ACCESS 1 / z'DEPTH MIN. SMOOTH STUCCO FINISH, COLOR TO \ MATCH SIGN PANEL 3' DEPTH LETTERS, STUD MOUNTED TO SIGN PANEL I/ FOR SERVICE ACCESS WHEN PANEL FACE IS — REMOVEC s-. _RGE1M0ENT PLAN - 3'DEPTH MIN. MORTAR SETTING BEDESP.) 2" x 8" x 16" NOM, SMOOTH CMU BLOCK CAP ROUGH TEXTUREDOOLITIC LIMESTONE(YP.) SE NLARGEMENTPLAN 2"DEPTH FABRICATED ALUMINUM SIGN PANEL W/ REMOVABLE FACE FOR SERVICE ACCESS rfEE DEPTH LETTERS, SHADOW FREE MOUNTING TO SIGN PAN EL PER MANUF. SPECS.(TYP.)x8"x16" NOM. SMOOTH CMU BLOCK WALLM FILL REINFORCED CELLS OF CMU BLOCKS W/ G ROUT(TY PFINISH GRADE —I e-4�� - #5 BARS @ 16" O.C. 3-#5 BARS LONGITUDINAL _ CUM PASTED AGGREGATE 6"TYP. 3.1. SU&84SE, PER STRUCT. NOTES EXISTING SOIL 2 / 1'-8" \ PRECAST WHITE CONCRETE CAP W/ DOMEDTOP CONCAVE MORTAR JOINT, COLOR TO MATCH CAP "H xa"W REVEAL LIP. ALL SIDES) \2"TY�7� I ROUGH TEXTURED OOLITIC LIMESTONE o SIGN WALL CAP ENLARGEMENT DETAIL SIGN WALL COLUMN (BEYOND) SLOPr O DRAINTOWARCS REAR OF -- —� REAR FSI6N STONE PATTERNSHALL W RAP APO ARANCE NE FULL CREATE AROUNDNCEOFFT CREATE STONES (TYP.) ROUGH TEXTURED OOLITIC LIMESTONE, SIZE AND RELIEF - OFSTONES AND WIDTH AND DEPTH GRACE MS VARIES FINISH GRADE 1 / SIGN WALLCAP E NLARGE MENTDETAIL RE: #3/L-05 I STONE PATTERN SHALLWRAP \ APPEARANCEOF FULLCREATE APPEARANCE OF FULLSTONES (TYP.) �O ROUGHTEXTUREDOOLITIC N LIMESTONE, SIZEAND RELIEF OF STONES AND WIDTH AND DEPTH OF SEAMS VARIES FINISH GRADE —EC > -I'-4� >Y 1'A" 4 HARDSCAPE DETAILS SIGN WALL SECTION SIGN WALL SIDE ELEVATION J7 SIGN WALL COLUMN SIDE ELEVATION �"EE."°`�`" 05 SCALE: a" =1'-0" SCALE: a" = V-0" SCALE: a" = 1'-0" GVM3 FORDOGC" $►ti GYMS FOR DOGSTM 3816 RIVER CROSSING PKWV SUITE 100 NDIANE 41 2 PHONE 000 9 12 Natural Dog Park Products Gy)83v1�2 ENTAIL sales® loo.Com www.GymsFoloogs com Foffo DL-NCBLRGCDC CLIMBING BOULDERS - LUXURY HEAVY SCALE: N.T.S. MOFONGPKW° �Aa GYMS FOR DOGSTM 3815 RIVER CROSSING PKWV SUITE 100 NDIANAPOLIG IN C240 PHONE Natural Dog Park Products oo.Com EMAIFI s, Gy) F0ff)02 www.GymsFolDogs com Gy.N offo LIT -FLUTE -CDC -------------------- 7C Ns JLxwxM:a X. X. IT JLBBJ:a"L98 IF NCRETE, (aFRCJEMA ERIALA AEINeT y►a GYMS FOR DOGSTM GYMS FOR DOGS'" 3815 RIVER CROSSING PKWV SUITE 100 INITONE OLIS,311562 Natural Dog Park Products PHONE `Gy.DF ,DogD ENIAIC SDlGymFo oSD o.Com www. GymsForpo�.com EL NCBXLGCDC ------------------- NeI IXIX D cs' x1x' 111 .E ALL FEE UNTNa (LX W X K as"xaa° xax' 2:ELECT DE:IRED IILOR G RED DL-FH-AG o O� DLACKANDDILxER o CLIMBING BOULDERS TYPE-2- LUXURY HEAVY DOG FIRE HYDRANT SCALE: N.T.S. ISCALE: N.T.S. 1. DESIGN CRITERIA 1.1FLORIDA BU ILDING CODE 2017 1.2. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. I.E. ACI318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.4. ACI 530-13, BUILDING CODE REQUIR EM ENTS FOR MASONRY STRUCTURES 2. DESIGN LOADS 2.1. STR UCTURALDEADLOADS: ASCALCULATED. 2.2. WINDLOAPIPES ASCE7-10 2.2.1. BASIC WINDSPEED-169MPH(3SEC) 2.2.2. EXPOS URE—C 2.2.3. IW =1.01 MPORTANCE FACTOR 3. SOILS AND FOUNDATI ON 3.1. DES IGN BASED ON SOILS REPORTS TITLED: 3.1.1. SUBSURFACEEXP LORATION&GEOTECHNICAL ENGINEERING STUDY SILVER BLUFF PARK 3.1.2. PER REPORT MAX SOI L BEARI NG 2500 ME 3.2. ALL BRAN DO NE D FOOTI NGS,UTIFILL ES, ETC THAT I WE SEE R E W ITH TH E NEW CO NSTR UCTI O N SHA ILL BE REMOVED. 3.3. WALLF UNDATIONS SHALL BE PLACED ON EXCAVATED SOILS. EXPOSED SUBGRADE SHALL BE SCARIFIER 6" AND COM PACCED TO A MINIMUM OF95%OF MODIFIED PROCTOR DENSITY (ASTM D1557). AREAS OF LOOSE MATERIALS ENCOUNTERED WITHIN FOUNDATION EXCAVATIONS SHALL BE REMOVED ANB RECOM PACTEDTO 959SOF MODIFIED PROCTOR DENSITY. 3.4. EXCAVATED SOILS BENEATH PAVEDAREAS SHALL BE SCARIFIED 6" AND COMPACTEDTO A MINIMUM OF goy. OF MODIFIED PROCTOR DENSITY (ASTM D1557). 4. REINFORCE DCONCRETE 4.1. ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. 42. THE CO NCRETE MIX DESIGN SHALL HAVE A MAXIMUM WIER CEMENT RATIO OF 0.45. 4.3. THE CONCRETE MIX DESIGN SHA LL USE ASTM C150, TYPE II CEMENT. 4.4. AGG REGATES IN THE CONCRETE MIX DESIGN SHALL CONFORM TO ASTM CIS. 4.5. RE INFORCING STEEL SHALL BE DEFORMED BA BS CO NFORMINGTOASTMA615,GRADE60,ORASTMAJ06 GRADE 60 WHERE I NDICATED OR IF BARS ARE W ELDED. 4.6. UNLESS OTHERWISE SHOWN O NTHEDRAWING: 4.6.1. GOING R ETE COVER FOR REINFORCING STEELSHALL BE: 4.6.1.1. 3" FOR SURFACES CASTAGAINST EARTH OR EXPOSED TO SEA WATER. 4.6.1.2. 2" FOR FORMED SURFACES EXPOSED TO EARTH, HYDRAU LIC FLOW OR WEATHER. 4.6.1.3. 1" FOR SLABS. 4.6.1.4. 1-1/2" FORALL OTHER SURFACES. 4.6.2 CHAMFER ALL EXPOSED CONCRETE EDGES 314". DO NOT CHAMFER FOOTINGS. 4.7. HORIZONTAL CONSTRUCTION JOINTS SHALL BE ROUGHENED TO I/4" SURFACE AM PLITUDE. REMOVE W ITANCE AND FULLY CLEAN THE SURFACE BEFORE PLACEMENT OFADJACENT CONCRETE. 5. CO NCRETEMASONRY 5.1. PROVIDE MATERIALS AND WORKMANSHIP INACCORDANCE WITH THE AMERICAN CO NCRETE INSTITUTE ACI 5301ASCE 5 "BUILDING CODE REQUIRE MEWS FOR MASONRY STRUCTURES" AND TO ACI 530.1 "SPECIFICATIONS FOR MASONRY STRUCTURES," LATEST EDITIONS. 5.2. HOLLOW CONCRETE MASONRY UNITS: CONFORM TO ASTM C90, GRADE N. PROVIDE UNITS WITH MINIMUM NET AREA CO M P RESSIVE STR ENGTH OF 1900 PSI. 5.3. MO STAR SHALL BE FLY PE M O R S I N ACCO RDA NCE WITH ASTM QJO. 5.4. GROUT GO POURING SHALL BE COARSE GROUTAND HAVE AMIN COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. 5.5. EDGE GOING STEEL SHALL BE DEFORMED BARS CONFORMING TOASTM A615, GRADE 60. BASIC SPLICE LENGTH TABLE: BAR SIZE #3 #4 #5 #6 #J #8 F'M-1900 PSI 15" 26" 31" 44" 60" 94" 5.6. PROVI DE 03WROLJOIPLUS IN ALL MASONRY WALLS PER DETAILS. HAMMIE'STUNNEL HOUSE / 5 \ELLIE'SBOULDER BRIDGE / 6 \STRUCTURAL NOTES DOG RUN PARK HARDSCAPE SCHEDULE TYPE DESCRIPTION MATERIAL FINISH/TEXTURE/PATTERN/COLOR MANUFACTURER REMARKS (O RAPPROVEDEQUA L( PAVING P-1 STANDARDCONCRETE 3'_ PSIMI N., 4"DEPTH CONCRETE TEXTURE: MEDIUM BROOM PATTERN: PE R PE ND ICULAR TO PATH O F TRAM EL COLOR: STANDARD GRAY N/A RE:#1/L-02 WALLS W-1 PERI METER SCREEN WALL, PRE CAST FI NISH: STUCCO TEXTURE: HEAVY LACE/DASH, SEE REMARKS N/A FINISH INTENDEDTOSIMULATE ROUGH OOLITIC LIME STONE 6' O.A. HEIGHT, DECORATIVE FINISH COLOR: MOTTLED BROWNS AND GRAYS RE: #4/L-04 W-2 PARKSIGNWALL STONE FINISH: STONE VENEER TEXTURE: OOLITIC LIMESTONE COLOR: NATURAL WA RE:W2/L-04AND#3/L-04 SITE FURNISHINGS Fl PEDESTAL STYLE DRINKING DOUNTAINW/ BOTTLE FILLERAND STAINLESS FINISH: POWDERCOAT MOST DEPENDABLE FOUNTAINS 0)5526331 (800(552-6331 RE:#4/L-02; SU R ICE MO U NTED DOG BOWL MODEL#10145 SM STEEL CO LOB: TEXTURED BLACK dable.mm PER MANUE SPECS F2 BENCH, BACKED W/2INT. ARMS, STEEL FINISH: POLYESTER POW DERCOAT LANDSCAPE FORMS, INC (800(521-2546 RE#5/L-02; SURFACE MOUNTED MO LENGTH,HORZ. STRAP STYLE, MODEL SCARBO ROUGH CO LOB: BLACK ww.I-d—pdortnscoT PER MANUE SPECS F3 WASTERECEPTACLE,TOPOPENING, VERT. STRAP STYLE, 30 GAL STEEL FINISH: POLYESTER POW DERCOAT LANDSCAPE FORMS, INC (800(521-2546 RE #6/L-02; SURFACE MOUNTED CAPACITY, MODEL SCARBOROUGH COLOR: BLACK ww.l-d—pdo— om PER MANUE SPECS F4 PETWASTESTATIO N FRAME ALUM. POST: 6ALV. FINISH: POW DE RCOAT DOGI POT (800(364-1681 RE #1/L-03; INSTALLAND MOUNT MODEL#1003A-L STEEL COLOR: FOREST GREEN ww.dcgipOF— PER MANUE SPECS BI KE RACK, 1-1/2"SCHD. 40 PIPE, FINISH: TGIC POLYESTER POWDERCOAT, GLOSS CYCLESAFE, INC F5 INVERTED"U"SHAPE, VINTAGE STEEL TEXTURE: REGULAR GRAIN (888)950-6531 RE:#2/L-03;IN-GROUNDMOUNTED STYLE MODEL#12119-G, BRETON COLOR: TRAFFIC BLACK, RAL9017 IN, —fil1om PER MANUE SPECS DOG FURNISHINGS F-6 NATURAL CLIMBING BOULDERS - LUXURY HEAVY GYMS FOR DOGS" (800(931-1562 RE: #1/L-06 MODEL# DL-NCBRG-GC ww.Gy—FOTDog—oT FJ NATURAL CLIMBING BOULDERS - LUXURY HEAVY MODEL#DL-NCBXLG-GRC GYMS FOR DOGS" (800(931-1562 ww.Gy—Forpo —, RE: #2/L-06 F8 DECORATIVE FIRE HYDRANT, SURFACE MOUNT BOLT DOWN, 30" TALL MODEL# PIT FIT AG GYMS FOR DOGS" (800)931-1562 .. Gy—FOTDogs.10, RE: #3/L 06 F9 HAM M IE'STUNNELHOUSE -4.5'L MODEL#DL-LTH2-GRC GYMS FOR DOGS" (800(931-1562 ww.Gy—F rpogscoT RE: #4/L-06 F-10 E W E'S BOULDER BRIDGE MODEL#DL-EBB RPW(BRIDGE( MODEL#DL-NCBEJ&LCB(BOULDER( GYMS FOR DOGS" (800(931-1562 ww.Gy—F rpogscoT RE: #5/L-06 wapmzf4PF NIOTFC CIr KlA .'F NIOTFC J O INTSSHOWNONPLANSARE FOR REFERENCE PURPOSES ONLY. ACTUAL LOCATIONS 1. CONTRACTORSHALLBE RESPONSIBLE FOR MEETINGALLLOCAL,STATEAN MAY NEEDTO BEADUJSTED. CONTRACTOR SHALL LAYOUT EXPANSION JOI W CODE REQUIREMENTS, INCLUDING ADA(AMERICANS WITH DISABILITIESA THICKNESS AND HEIGHT FOR ALL WALL TYPES TO ILLUSTRATE QUALITY, COLOR, FINISH, SURFACETEXTURE, ETC FOR REVIEW ANDAPPROVAL BY OWNER OR OWNER'S REP.,AS E. ALL PAINTED SURFACES SHALL HAVE A PROTECTIVE UV,ANTI -GRAFFITI CLEARCOAT.ALL APPLICABLE, PRIORTO CONSTRUCTION. SAMPLES SHALL BE 5' IN LENGTH.THE WELDS SHALL BE CLEAN, SMOOTHAND PAINTEDTO MATCHSIGN ELEMENT. AP PROVE DSAMPLE(S(WILLSERVEASTHE BASIS BY WHICH ALL WORK SHALL BE CONSTRUCTED. O NCE CO NSTRUCTI O N IS CO M PLETE, TH E CO NTRACTO R SHA LL R E MOVE 4. ATHARDWARE SHALL BE CONCEALED OR PAINTEDTO MATCH SIGN SURFACE IF AND DISPOSE OF SAMPLERS( AT NO COST TO THE OWNER. EXPOSED. NO FASTENERS ALLOWED THROUGH THE SIGN FACE. ALL FASTENERS SHALL BE CORROSION RESISTANT, PAINTEDTO MATCH SURFACE, ANDTAMPER-PROOF. 3. THECONTRACTOR SHALL LAYOUTANDVERIFY ALL DIMENSIONS INTHE FIELD PRIOR TO THE START O F CONSTRUCTION. REPORTANY DISCREPANCIES IMMEDIATELYTO THE 5. CONTRACTOR SHALL FIELD VERIFY ALL SIGN LOCATIONS/DI VERSIONS PRIOR TO OW PER OR OWNER'S REP., AS APPLICABLE FABRICATION. 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO THE 6. CO NTRACTORSHALL IDENTIFY ANY POTENTIAL OBSTRUCTION, SUCH AS UTILITIES, STARTOFFABR I —ION FOR ALL APPLICABLE ITEMS. THE OWNER OR OWNER'S REP., AS LANDSCAPE, REGULATORY SIGNS, ETC FOR PROPOSED LOCATIONS. ADIUSTED APPLICABLE, SHALLHAVE SEVEN(7) WORKING DAYS IN WHICHTO RESPOND. LOCATIONS SHALL BE REVIEWED AND APPROVED BY OWNER OR OWNER'S REP., AS APPLICABLE, PRIOR TO FABRICATION. 5. CONTRACTOR SHALL SUBMIT THREE (3) SETS OF NON RETURNABLE COLOR CHARTS/SAMPLES, MATERIALSAMPLES,AND/OR DETAILED PRODUCTSHEETS FORALL 7. CONTRACTOR IS RESPONSIBLE FORALL ENGINEERING ELEMENTS, NCLUDING BUT NOT ITEMSLLSTE DON THE HARDSCAPE SCHEDULE TO THE OWNER OR OWNER'S REP., AS LIMITEDTOSTRUCTURALINTEGRITY, WINDLOAD REQUIREMENTS, ANCHORAGE, APPLICABLE, FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION. METHODSOFCONNECTION,ETC J. ALLSITE FURNISHING LOCATIONS ARE SIT. ECT TO REVIEW AND APPROVAL BY OWNER S. CONTRACTOR SHALL HAVE ALL SHOP DRAWINGS SIGNED AND SEALED BY OR OWNERS REPRESENTATIVE, ASAPPLICABLE. STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA. S. NO SURFACING SHALL BE APPLIED TO ANY MANHOLE COVERS, FRAMES, VALVE BOXES, 9. CONTRACTOR SHALL SUBMIT THREE(3)SETS OF NON -RETURNABLE SAMPLES FOR ALL ETC ALL EXISTING AND PROPOSED UTILITIES WHOSE TOPS WILL BE EXPOSED WITHIN MATERIALS, FINISHES AND COLORSAS SPECIFIEDTO THE OWNER OR OWNER'S REP., AS PAVEDAR EAS SHALL BE ADIUSTED SO THATTHE TOP SURFACE OF COVERS OR FRAMES APPLICABLE, FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION. SHALL BE FLUSH WITH THE PAVEMENT SURFACE. 10.03NTRACTOR IS RESPONSIBLE FOR ALL PERMITTING ANDADI JSTMENTS AS NECESSARY 9. AN V LIGHTING SHOWN IN THE HARDSCAPE SERIES IS FOR INFORMATIONAL PURPOSES TO O BTAIN FDOTAND LOCAL BUILDING AND INSTALLATION SIGN PERMITS FOR PROPER ONLY. FOR LIGHTING SPECIFICATIONSAND LAYOUT, REFER TO ELECTRICAL DRAWINGS EXECUTIONOFWORK. DOG RUN PLANT SCHEDULE SYM. QTY. BOTANICAL/COMMON NAME SPECIFICATIONS CANOPY AND U NDERSTO RV TREES BLS 2 Burse i.a ba/GUMBO LIM80 65 GAL MIN, 12-14' HT, .5" DBH, FULL, STANDARD COE 1 Conocarpus erecNs/ GREEN BUTTONWOOC FIELDGROWN, 15' HTx8'SPD. MIN, FULL II J la -to o indi-I CREPE MYRTLE FELD GROW N, 15' ITT. 8' SPD. MIN, FULL SINGLE LEADER TRUNK PALM TREES BOB 2 Roysronea regia/ROYALPALM FIELDGROW N, 16' MIN HT, 6"DBH. STRAIGHT, SLICK TRUNKS, CROPPED/HURRICANE CUT SHRUBSAND GROUNDCOVERS CES Conocarpus erecNs 1— —ill I/ SILVER BUTTONWOOD 3GAL MIN.,18"-24" HT. MIN., FULL, 24"O.0 SPACING ICM XX IYo coccinea/MAUI YEILOWIXORA 3GAL MIN.,18"-24" HT. MIN., FULL, 30"O.0 SPACING SOD, MULCH, AND MISCELLANEOUS SOD XX n um.recun oumC11HI,'/c TI-lT..4000STIIVE SOLIDSOD, FREE OFWEEDS, PESTS, AND DISEASE 1. TH E PINTING PLAN IS DIAGRAMMATIC ALLPINT LOCATIONSARE APPROXIMATE, AND MAY HAVE TO ADIUSTTO EXISTING O R PROPOSED SITE CONDITIONS. EXACT LOCATIONS OF PINT MATERIALS SHALL BEAPPROVED BY THE OWNER OR OWNER'S REP., AS APPLICABLE, IN THE FIELD PRIOR TO I NSTALLATION. THE OWNER OR OWNER'S REP., AS APPLICABLE, RESERVES THE RIGHT TO A. UST PLANTS IN THE FIELD. 15. PINT MATERIAL SHALLNOT BE ROOT BOUND. FIVE (5) USGALLON PLANTSAND LARGER SHALL HAVE BEEN GROWN IN CONTAINERS FORA MINIMUM OF SIX(6) MONTHSANDA MAXIMUM OFTWO(2) YEARS. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES AND PESTS. CONTRACTOR SHALL REQUEST VISITATION AT LEAST 48 HOURS IN ADVANCE OF THE TIME OFAPPROVAL 16. TH E LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAI NTAINI NG ALL PINTI HAS UNTI L FINAL ACCEPTANCE BY THE OWNER OR OWNERS REP., AS 2. CONTRACTORSHALLSUBMIT A SOIL ANALYSIS REPORT FROM AN OWNERAPPROVED APPLICABLE. THIS MAINTENANCE INCLUDES, BUT IS NOT HIM ITEDTO, THE FOLLOWING: LABORATORY O R AN ACCEPTED EQUIVALENTTO OWNER OR OWNER'S REP., AS APPLICABLE, PRIOR TO BEGINNING WORK. A. KEEPING PLANTING AREAS FREE OF ALL DEBRIS, WEEDS, DISEASE, AND/OR INFESTATION. E. CO NTRACTOR SHALLGIVE NOTICE OF PLANTING THREE(3) BUSINESS DAYS PRIOR TO B. WATERING. C. FERTILIZATION. INSTALLATION. CONTRACTOR SHALL LAY OUT PLANT MATERIAL PRIOR TO NSTALLATIO N FOR OWNER OR OWNER'S REP., ASAPPLICAHBE, REVIEW AND APPROVAL D. PRUNINGAND/OR EDGING. E. M OW I NG OF ALLSOD AREAS. 4. IN THE PINT SCHEDULE, WHEN IT REFERS TO QUANTITY, IT REPRESENTS I NDIVI DUAL UNITS. F. ADIUSTI NGOFTRE ESTAKING. G. REPLACEMENT OF ANY DEAD, DYING OR DAMAGED PLANT MATERIAL H. FILLING AND REPLACING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER. 5. AMIN MUM FIVE (5)FEEL SEPARATION IS REQUIRED BETWEEN UTILITIES ANDTREE FI W N6 OF DEPLETED MULCH AREAS. J. FLAW NG AND RE03M PACTION OF ERODED AREAS. PLANTINGS. REFER TO EXISTING SITE SURVEY PINS FOR UTILITY LOCATIONS. 6. ALLNEWAND EXISTING PINTINGS SHALL RECEIVE A THREE(3)INCH LAYEROF MULCH, UNLESSOTHERWISE NOTED. J. ALLTREE MATERIALSTO BE CONTAINER GROWN UNLESS OTHERWISE SPECIFIED. K.A. USTI NG OF SPRINKLER HEAD H EIGHTS, PRESSURES, AND/OR WATERING PATTERN. 17. PRIORTO ENDOFTHE MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER OR OWNER'S REP., AS APPLICABLE, AND ARRANGE FOR A FINAL WALK THROUGH. OWNER OR OWNER'S REP., ASAPPLICABLE, MUSTACC=PTALL MAI NFAINED AREAS IN WRITING PRIOR TO END OF MAI NTENANCE PERIOD. OWNER 8. A LL PLANT MATE R IAL SHA LL BE FLOR I DA NO. I O R BETTE R, AS SET FO RTH BY TH E LATEST EDITION OF THE FLORI DA GRADES AND STANDARDS. 9. IN DSCAP E CO NTRACTO R SHALL BE R ESPO NSI SHE FO R ALL SO I LA NA HYSIS P RI O R TO INSTALLATION OF PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNEROROWNEB'S REP., AS APPLICABLE, OF ANY IMPROPER SOIL CONDITIONS (WETNESS,MUCK,DEBRIS,ETG)PRIOR TO INSTALLATION. THE CONTRACTOR IS OR OWNER'S REP., ASAPPLICABLE, SHALL BE RESPONSIBLE FORARRANGEMENTS FOR FUTURE MAINTENANCE AFTER MAINTENANCE PE RI OD AND FINAL WALK TH RO UGH. 18. THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF WRITTEN NOTIFICATION BY THE OWNER OR OWNER'S REP., AS APPLICABLE, SHALL REMOVE AND REPLACE ALL GUARANTEED PINT MATERIALS, WHICH FOR ANY REASON FAILTO MEETTHE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE WITH PINT RESPONSIBLE FOR ALL SOILAMENDMENTS REQUIRED TO PROMOTE HEALTHY, VIGOROUS PINT GROWTH. MATERIA LS AS INDICATED OR SPECIFIED ON THE ORIGINAL PINS, ANDALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED FROM THE TIME OF 10. TH E LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HOLDING THE FINE GRAD I NG OF PINTING AREAS TO INSUREA MINIMUM 2% POSITIVE DRAINAGE AWAY FROM BUI LDI HAS AND INTO PLANTI NG AREAS, PONDS, STREETSOR OTHER DRAINAGE REPLACEMENTAS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. 19. REFER TO PLANTING DETAILS FOR STAKING REQUIREMENTS. WAYS. PINTING BEDS SHALL MEET SIDEWALKS AND FLATWORKAT7WO (2) INCHES BELOW THE FITVJORA PRIOR TO INSTALLATION OF MULCH. 20. P INTSSHALL NOT BE PLACED WITHIN TWELVE(12) INCHES OF IRRIGATION SPRINKLERHEADS. 11. BEDPREPARATION: LOOSEN SOILTOA MINIMUM DEPTH OFTEN (10) INCHESAND RE MOVE 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 21. PROVIDE ROOT BARRIER FOR ALL NEW TREES WITHIN FIVE (5) FEET OF PAVING.REFER TO ROOT BARRIER DETAI L ROOT BARRIER SUN ECT TO APPROVAL BY THE OWNER OR OWNER'S REP., AS APPLICABLE. SPECIFIED PINTING MIXAND COMPACT SO THATTHETOP OF ROOT BALL WILL SETTLE I/8 DEPTH OFTHE ROOT BALLABOVE FINISH GRADE. SET P INTAND FILL REMAI NDER OF HOLE WITH PINTING MIX. FERTILIZE EACH PINT PER SPECIFICATIONS. WATER IN THOROUGHLY. RESETANY PLANTSTHAT SETTLE TOO DEEP. REMOVE SPOIL SOILAND RAKE THE BEDTO ITS FINISH GRADE. COVER ALL BED 22. ANY LIGHTING SHOWN INTHE LANDSCAPE SERIES IS FOR I NFORMATIONAL PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS FOR FIG HTING SPECIFICATIONSAND LAYOUT. MAINTENANCE SCHEDULES AREAS WITH ATHREE (3) INCH DEPTH OFAPPROVED ORGANIC MULCH UNLESS OTHERWISE NOTED. REMOVE ALL DEBRIS FROM THE MULCH. WATER BED THOROUGHLY. 12. THETOPSOI L USED IN THE PLANTING OPERATION SHALL BE A NATURAL, FRIABLE, FINE 1. CONTRACTOR SHALL SUBMITA REGULAR MAINTENANCE SCHEDULE SATISFYING THE FOLLOWING CONDITIONS, FOR REVIEW ANDAPPROVAL BY THE OWNER OR OWNER'S REP., ASAPPLICABLE, PRIOR TO INSTALLATION OFANY LANDSCAPE MATERIAL LOAM SOIL IT SHALL BE CERTIFIEDTO BE FREE OF WEED SEEDSAND PATHOGENS. IT SHALLALSO BE FREE OF LITTER, SOD, CLAY, STONES, ROOTSAND STUMPS. A. INDSCAPES SHALL BE MAINTAINEDTO ENSURE WATER EFFICIENCY.A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE, BUT NOT BE LIMITEDTO, 13. ANY LIGHTING SHOWN IN LANDSCAPE SERIES IS FOR INFORMATIONAL PURPOSES CHECKING, ADIUSTING, AND REPAIRING IRRIGATION EQUIPMENT; RESETTING TH EAUTOMATICCONTROLHEN REPLENISHING MULCH; FERTILIZING; PRUNING; ONLY. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECI FICATIONS AND LAYOUT. ANDWEEDIN6 IN ALL LANDSCAPED AREAS. B. WHENEVER POSSIBLE, REPAIR OF IRRIGATION EQUIPMENT SHALL BE DONE 14. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR OF WITH THEO RIGINAHHY SPECIFIED COMPONENTS OR THEIR OWNER APPROVED VIGOROUS GROWTH FROM THE DATE OF FINALACCEPTANCE BY THE OWNER OR OWNER'S REP., ASAPPLICABLE. EQUIVALENTS. O FULL SCALE (ARCH IN: 1"=10'-0" N 0 5 10 20 40 1 6 LEAF BUD TO BE EERY/lO ED/HURRICANE CUT LEAF BUR TO CROP STALLA ION RRIC (2) NON -SLIP U.V. RESISTANT POLYPROPYLENE OR PLATED CARBON STEEL BANDS W/ TENSIONING AND LOCKING SCREW/CLAMP TO SECURE BATTE NS (3) 2" x 4" x 12" P.T. WOOD BATTENS W/ PREATTACHED PROTECTIVE PADDING/BURLAP BASE OFBASE OF L AND STAPLE GUIDES FOR BANDING; PRE NOTCHED TO ACCEPT SUPPORT BRACES; RGUV(OFAP PROVED EQUAL), INSTALL PER MANUE. SPECS (3) EQUALLY SPACED 2" .4" x 8' P.T. WOOD _ SUPPORT BRACESSECURED IN NOTCHES OF BATTENS, W/ SAFETY FLAG AT MIDPOINTOF ALL BRACES 3" DEPTH OF MULCH MIN., 6" CLEAR OF TRUNK, 1" OVER ROOT BALL, REFERTO SPECIFICATIONS(TVP.) x+ w� (3)2"x4"x 24" P.T. GROUND STAKES d 4" HT. x 8" WIDE CONT. SOIL BERM FINISH GRADE (SEE GRADING PLAN) NATIVE SOIL BACKFIL L DRAM E NDED SOIL AS III III —III .�= REQUIRED BY SOIL ANALYSIS EXISTING SOIL = - — =III=III— PLANTING BALL, REMOVE BURLAP AND CUT CORDS TREE PIT 2X MOUND AND COMPACTSOIL NO LESS THAN FOOTBALL DIA. 12", ADJUST HEIGHT TO PLACE ROOT FLARE 1" ABOVE FINISH GRADE NOTES. 1) FINAL STAKING DETAILSAND PLACEMENTT08E APPROVED BY OWNER OR OWNER'S REP., AS APPLICABLE. 2) CONTRACTORSHALLASSURE PERCOLATION OF ALL PLANTING PITSPRIORTO INSTALLATION. 3) BUDSHA LL BE PERPENDICULAR TO GROUND PLANE. 4) STRAIGHT TRUNKS ONLY. NOSCARREDOR BLACKENED TRUNKS. 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 PLANT TYPES X I I I X O.C. SPACING OF SHRUBS/GROUNDCOVER 12' MIN. SETBACK FOR SHRUBS AND GROUNDCOVER FROM EDGE EDGE OF PAVEMENT/BEDLINE OF PAVEMENTOR BE DLINE MULCH PLAN VIEW ENLARGEMENT 8 _ SoD MULCH A REDLINE OOOOOL PLAN VIEW CURB/REDLINE A SHFUBSANDGROUNDCOVERSADJACE NTTO STRAIGHT EDGES SHALL BE TRIANGULAR -SPACED IN ROWS PARALLEL TO THE STRAIGHT EDGE. 8 SH RUBS AND G ROD N DCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGE. / 4�PLANT SPACING SCALE: N.T.S. 7 6 5 0 'ROTECT TREE TRUNK WITH ;LACK RUBBER HOSE " NYLON STRAPPING(GUYTO TRONGESTTRUNK W/ NON SLIP :NOT @ CENTER) 3) 2" PIA. x 8' P.T. LODGE POLE TAKES, EQUALLY SPACED EMOVE BURLAP AND CUT ORDS ( DOES NOT APPLY TO ONTAINER GROW N MATERIAL) £TTOP OF ROOT BALL S., ABOVE WISH GRADE " DEPTH OF MULCH MIN., 6" :LEAR OF TRUNK, 1" OVER ROOT ALL, REFER TO SPECIFICATIONS -" HT. x 8" W DE CONT. SOIL BERM INISH GRADE (SEE GRADING PLAN) lATIVE SOIL BACKFI LL OR ,MENDED SOILAS REQUIRED BY OILANALVSIS XISTINGSOIL IIOUND AND COM PACT SOI L NO ESS THAN 12", ADJUST HEIGHT TO 'LACE ROOT FLARE 1" ABOVE INISH GRADE fES: FINALTREE STAKING DETAILSAND PLACEMENTTO BE APPROVED BY OWN APPLICABLE. CONTRACTOR SHALLASSURE PERCOLATION OFALL PLANTING PITS PRIOR 2T, MULTI TRUNK TREE PLANTING AND STAKING SCALE: N.T.S. NOTES: 1) ALLGROUNDCOVERMASS PLANTINGS SHALL USE TRIANGLULAR SPACING EXCEPT WHERE NOTED. REFER TO PLANT SCHEDULE FOR INDIVIDUAL PLANT SPACING. 2) CONTRACT OR SHALLASSURE PERCOLATION OF ALL PLANTING PITS/BEDS PRIOR TO INSTALLATION. 3) WHEN GROUNDCOVER AND SHRUBS ARE USED IN MASS, PREPARE ENTI RE BED TO RECEIVE PLANTING SOILAND PLANT MATERIALSAS SPECIFIED. SEE PLANT SCHEDULE FOR SPACING 3" MIN. MULCH, AS SPECIFIED FINISH GRADE (SEE G RADING PLAN) SET ROOT FLARE I" ABOVE —_—_ — FINISH GRADE. REMOVE AND RECYCLE PLANTING POT. SPECIFIED PLANTING SOIL EXCAVATE ENTIRE AREA SPECIFIED FOR GRO UNDCOVER BEB EXISTING SOI L OR APPROVED BACKFILL �S�GROUNDCOVER PLANTING SCALE: N.T.S. 5 4 2 NON-SLIPTENSIONING SYSTEM 1 2? ( BLACK POROUS HOSE TREE COLLAR) ARBORTIE GUVLINE W/SAFETY FLAG AT M ID -POINT (TVPR F� O � 0 �TRUNKSHALL BE MAINTAINED INA VERTICAL POSITION V UV- RESISTANTTENSION BAR SET TOP OF ROOT BALLS" ABOVE FINISH GRADE _ 3" DEPTH OF MULCH MIN., 6" CLEAR OFTRUNC 1" OVER ROOT BALL; REFER TO SPECIFICATIONS 4" HT. x 8" WIDE CONT. SOIL BERM FINISH GRADE (SEE GRADING PLAN) ARROW HEAD ANCHOR (TYPR III RE MOVE BURLAP AND CUT CORDS (DOES NOT —III=I= I- APPLVTO CONTAINER GROWN MATERIAL) —III �JJI— NATIVE SOIL BACKFILL OR AMENDED SOIL AS REQUIRED BY SOI LANALVSIS TREE PIT2X MOUNDANDCOM PACTSOIL NO LESSTHAN I2", ROOTBALL DIA. ADJUST HEIGHT TO PLACE ROOT FLARE I" ABOVE FINISH GRADE EXISTING SOIL OTES: 1) ARBORGUV STAKING COMPONENTS MANUE BY ARBORBRACE STAKIN6SYSTEMS INC,OR APPROVED EQUAL. 2) FINALTREE STAKING DETAILSAND PLACEMENTTO BE APPROVED BY OWNER OR OWNER'S REP., AS APPLICABLE 3) CO NT.CTOR SHALLASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. TREE PLANTING AND STAKING SCALE: N.T.S. OTES: 1) RALL EFERSHRUBS PINT SCHEDULE MASSESTOUSE PINT NTSPACIN TRIANGULAR SPACING EXCEPT WHERE NOTED. REFER TO P LANTSCHEDULETORINDI SOILA OUNDTHE ROOT G. 2) PRIOR TO MULCHING, LIGHTLY TAMPSOILAROUNDTHE ROOT BALL IN 6"LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALLTO SETTLE THE SOIL 3) CONTRACTOR SHALLASSURE PERCOLATION OF ALL PLANTING PITS/BEDS PRIOR TO I NSTALLATION. SET TOP OF ROOT BALLS" ABOVE FINISH GRADE 4" HT. x 8"WIDE CONT. SOIL BERM 3" DEPTH OF MULCH MIN., 6" CLEAR OF TRUNK, 1" OVER ROOT BALL; REFER TO SPECI FICATIONS REMOVE BURLAP AND CUT CORDS ( DOES NOT APPLY TO CONTAINER GROWN MATERIAL) FINISH GRADE (SEE GRADING PLAN) EXISTING SOIL O R A P P RO V E D BACKFI LL NATIVE SOI L BACKFI LL OR AMENDED SOI LAS REQUIRED BV SOI LANALVSIS MOUND AND COMPACT SOIL NO LESS THAN 12", ADJUST HEIGHT TO PLACE FOOT FLARE I" ABOVE FINISH GRADE SHRUB PLANTING SCALE: N.T.S. 3 2 1 1 ERIALS. a TH AND -THE CONTRACTOR OT BALL RRIER AS INST THETRLTRO ROOTBARRIERBE SPECIFIED THE TREE ROOT BARRIER A UFAFTEETHER PRODUST BV #UBREENI DOUBLE TOP E-0GE INFRASTRUCTURE A RIE GREEN INFRASTRUCTURE. ROOTBARRIER AOECTIO N IERSHALMELSWITHRECYCLABLE, BLACK, INJECTION MOLDED PANELS W ITH 08" WALL THICKNESS IN MODULES 24" 1�2= LONG AND 24"PEEP. aog. ROOT BARRI ER SHALL BE COMPRI OFF OF 24" PANELS. EACH PANEL SHALL HAVE NO LESS THAN OUR MOLDED INTEGRAL — I NTEGRAL APRIL CAL ROOT DIRECTING RIB DETAILA VERTICAL ROOT DIRECTING RIBS OF A MINIMUM 0075"THICOPENS, PROTRUDING 12" AT 90° FRO MINTERIOROFTHE DOUBLE TOP EDGE AND VERTICAL ROOT DIRECTING RIB BARwER PANEL, SPACED s"APART. (SEEDErAILSAAND D) T �"n ROOTI PER SHALL HAVE A DOUBLE TAP EDGE CONSISTING OF TW 0 PARALLEL, INTEGRAL, HORIZONTAL RIBS AT THE TOP OF THE PANELAT006"THICKNESS,CR WIDE. AND I M APART WITH THE LOWER RIB ATTACHED TO THE VERTICAL ROOT DIRECTING RIB S(SEE D ETAILA). ROOT BARRIER SHALL HAVE A MINIMUM OF TWELVE (12)ANTI LIFT GROUND LOCK TABS DETAILB DETAILS ANTALIFT GROUND LOCKTAB ZIPPER JOINING SYSTEM 24„ CONSISTI NO OF INTEGRAL HORIZONTAL RIDGES OF MINIMUM 0075" THICKNESS IN THE �6 PATENTED ZIPPER JOINING SYSTEM PAINTED DOUBLE TOP EDGE FOR PREVENTION SHAPE OF A SEGMENT OF AN OBLONG, THE 2" CH ORDOF THE SEGMENT JOINING wra OF ROOT OVERGROWTH, EXTRA STRENGTH, — — ULTRAVIOLET PROTECTIONAND IMPROVED THE PANEL WALL AND THE SEGMENT, hsh ApPEARANCE(SEE DETAILA) PROTRUDING3i8"FROM THE PANEL THE GROUND LOCKS ON EACH PANEL SHALL BE DEEPROOT D NAME ON EVERY PANEL ABOUT EQUALLY SPACED BETWEEN EACH OF — 90° ROOT DIRECTING RIB, INTEGRALTO PANEL 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 ROOT BARRIER PANEL, 0 08"THICK75% REPROCESSED POLYPROPYLENE PATENTED ANTI LIFT GROUND LOCK TABS (SEE DETL� DETAILS). NOTES "TLD TREE RooT euuIER PANEL ROUNDED EDGES FOR saFETYANDSTRENGTN 2 US PI-IOTENT 0...5,BECOMPLETEDINACTOROTHERPATENTSPENDING. 2 INSTALLATION D BE COMPLETED IN ACCORDANCEWITH MANUFACTURERS SPESCIFICATIONS. 3. DONOTSCALE DRAWING. 4. THIS DRAW ING IS INTENDED OWNERS APPOSES ONLY co TPRIOR O INSTORTO SUBMIT SHOP DRAWING FOR REVIEW AND OWNER'SREP.S TURRECABLEHETIMEO IN STALLATION. REP, AS APR LLINFO INFBY ORMATION CONTAINED 5. ALL INFORMATIMANUFA TURERTO BE CAS CURRENTAT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURERTO aeconsmERED AccuwaE. ROOT BARRIER SIDEWALK, CURB, OR EXISTING SOIL, FINE OTHER PAVING RAKED AND FREE OF TO P OF SOD SOIL LAYER TO BE WEEDSAND OTHER FLUSH WITH TOP OF PAVE. E NT, DELETERIOUS UNLESS NOTED OTHERWISE MATERIALS Ire FINISH GRADE I SCALE: N.T.S. / J 1 SOD PLACEMENT SCALE: N.T.S. 3 SOD OR ADIACENT PAVI NG ( PROVIDE CLEAN, SMOOTH EDGE BETWEEN SOD AND MULCH E DAREAS) TOP OF MULCH TO BE LEVEL WITH TOP OF SO D SO L LI ER; TOP OF MULCH TO BE 1" BELOW TOP OFADIACENT PAVEMENT MULCH, 3" MIN. DEPTH, ASSPECIFIEC COMPLETELY REMOVE EXISTI NG SODAND ALL DELETERIOUS MATERIAL PRIOR TO PLACING MULCH EXISTING SOIL FINE RAKEDAND FREE OF WEEDS AND OTHER DELETERIOUS MATERIALS MULCH INSTALLATION SCALE: N.T.S. 2Y OpM (;,Illy LANDSCAPE LEGEND INFORMATION REQUIRED TO BE PERMANENTLY AFFIXED TO PLANS Transact Zone: Sub -Urban Lot Area 8356 SF Acres 0.19 OPEN SPACE REQUIRED/ PROVIDED ALLOWED A. Square Lfeet of ot Area required83Op In Space 25 Indicated onsiteplan: 2,089 6356 B. Square feet of parking lot open space required by Article 9, as Na n/a indicated on site plan: II ��lI Number of parking spaces R x 10 s.f. per parking space= C. Total square feel of landscaped open space required: A+B= 4176 LAWN AREA CALCULATION 67 6 A. Square feet of landscaped open space required by Mlaml2l: B. Maximum lawn area (sod) permitted = 50% x 0 s.f. TREES mw.meeu�nw.e A. Number of trees Bequired per net to jre:Iess.e Ling mber of trees meetin minimum reauireme 3 Per Lot trees z n�aaesr of existing trees = B. % Palms all e+ed:mber ovided x 30 % = P C% N�ves�q provided x 30 % = 3.3 5� D. % Dro ttolerant and low maintenance: 5.5 11 Fiber of trees provided x 50% _ E. Str es (maximum average spacing of 30' o.c.): 137 linear feet along street / 30 = ll�� l % Palms permitted to count towards street trees on 1:1 basis x 30%: J� F. Street trees located directly beneath power lines: (maximum average nla n/a spacing of 25' o.c.): linear feet along street/ 25 = SHRUBS A. Number of shrubs required: Number of trees required x 10 = 30 923 B. % Native shrubs required: Number of shrubs provided x 30%= 276.9 276 C. % Droughttolerant and low maintenance required: 467.5 923 Number of shrubs provided x 50%= J) FULL SCALE (ARCH H): I-lo.-0" N LEGEND e,. o� e a" - - • er (3 °" 1a01PRS HE VAN 100 I —PRS—HE—VAN-100 e e,rw •1806-PRs-HE-vAN-1 zF oAH D,n 0,m 1806- FRS- HE -VA -15 T 'I' c„ z o •,:� - - - IT , HAS Os 1 1 - -HE-VAN-I5SST - - PIP RAN BIRD 12 FOP -UP SPRALL os • FEE06 Q - F CONTROLLER Fl ro®F111ARPE PAIN BIRD PEDESTAL PAIN BIRD FLOW SENSOR Ri ®� RSD-NIX RAIN BIRD RAIN SENSOR Si PA AS REOUIRED D12AWG GAMMON —...—MAINLINE TROL HD 4A IZED STEEL AS RREOURED EOUIRED FELT ENAL' ..�. FLEE FEE PC FTTN.S WIFE CONDUIT LINE SIZE) 1 �0,® Q=w VALVE BID .1 LOCATIONSi ®:ww POINTN OFCCO NECTTION Ri ® CITY WATER METER BY OTHERS ZONE SUMMARY CHART CSE2 PAID SPRAY MIN%INK2 40 MIN/WK 18160 GAL/WI( GAL/WK CWS SHRUBS SPRAY 1 30 GPM 12 SPARE MIN/INK 40 MIN/INK GAL/INK GAL/WK 24D MINFWK 6,240 GAL/INK APPROXIMATELY RUN TIME TO APPLY 1 a INEWK_ IRRIGATION NOTES & SPECIFICATIONS AUTOMATIC IRRIGATION SYSTEM WATER DEMAND / ZONE WATER SOURCE PRESSURE REQUIRED GENERAL IRRIGATION SHALL BE INSTALLED IN ACCORDANCE CONTRACT DRAWINGS, CONTRACT SPECIFICATIONS, "FOF THE FLORIDA BUILDING CODE. IRRIGATION DESIGN BASED ON "PLANTING PLAN CONTRA TOR SHALL REFER TO THIS PLAN TO LOC TIONS AND PIPE ROUTING WITH NEW AND THIS IMAKESTION PLAN SHALL BE USED AS A GUIDE SHALL INSTALL IRRIGATION TO MATCH ON SITE OVERCOME THE INHERENT INACCURACIES THAT FROM BASE PLANS SCALED AT 1 — 10'. THIS IRRIGATION HAS BEEN DESIGNED AS A TYPICAL USING RAIN BIRD SPRINKLERS, IN —LINE VALVES WATER CONSERVATION EQUIPMENT SHALL BE INSTALLED, THE SOURCE SHALL BE A 1" CITY WATER METER VERIFY THAT CITY PRESSURE IS MAINTAINED ABOVE IS PROGRAMMED TO OPERATE, A FLOW SENSOR MONITOR FLOW. EACKFLOW PREVENTION SHALL BE INSTALLED TO R EOUIREMENTS FOR CROSS CONNECTION CONTROL. UNIT SHALL BE INSTALLED BY OTHERS, TO ENSURE PROPER OPERATION, PRESSURE REQUIRED, SIZES, ZONE CAPACITIES, SPRINKLER SPACINGS, INSTALLATION NOTES AND DETAILS, AND SPECIFICATIONS AS SHOWN, REFER TO PLAN 1" CITY WATER METER 50 PSI WITH LOCAL CODES, AND APPENDIX DATED SEPTEMBER COORDINATE SPRINKLER EXISTING PLANT LOSECTIONS. ONLY, CONTRACTOR CONDITIONS AND TO RESULT WHEN DESIGNING BLOCK VALVE TYPE AND CONTROL SYSTEM, CONTRACTOR SHALL 50 PSI WHEN IRRIGATION SHALL BE INSTALLED MEET LOCAL CODE A REDUCED PRESSURE SOURCE SIZE, PIPE AND WIRE SIZES, SHALL BE FOLLOWED 16, 2022, TO VALVE PIPING PIPE ROUTING IS SCHEMATIC ONLY AND SHALL BE ADJUSTED FOR ON SITE CONDIIvIONS PIPESH R BE INSTALLED TO PREVENT DAMAGE TO THE R007 SYSTES 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 HAS, EACH SLEEVE SHALL BE: (1) BURIED TO A MINIMUM DEPTH OF 16 (2) TWO PIPE SIZES OF GER 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 ABGVE GRADE AT THE BACKFLOW PREVENTED 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 LOSS IN THE PIPING NETWORK PIPE SHALL BE INSTALLED AT SUFFICIENT DEPTH BELOW GROUND TO PROTECT IT FROM HAZA D SUCH AS VEHICULAR TRAFFIC OR ROUTINE OCCURRENCES WHICH OCCUR IN THE NORMAL USE AND MAINTENANCE OF THE PROPERTY. DEPTHS OF COVER SHALL MEET OR EXCEED SCS CODE 430—DD. REFER TO THE THE BACKFLOW PREVENTED 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. ON FLEXIBLE SWING JOINTS CONSISTING OF THICKWALLED POLY PIPE AND 1/2' INSERT ELBOWS, 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 1/2 SCH 4AT THE TALL SHRUBS AND TO FOR LOW LEVEL WATERSV NQRISERS SHALL BE BLACK F To BE LESS VISIBLE. EACH SPRINKLER SHALL BE EQUIPPED WITH THE APPROPRIATE MAN 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 LOCATED ADJACENT AREAS TO MINIMZEPED AREAS OVERTTH'OW SHALL BEE INSTALLED A F OF DAMAGE BY VEHICLES, PEDESTRIANS AND LAWN MAINTENANCE N AS A GENERAL RULE. 6' POP—UP SPRAIN HEADS SHALL BE INSTALLEDLEDIN 4 12" POP—UP SPRAY HEADS SHALL BE INSTALLED IN 12". SPRINKLERS SHALL BE INSTALLED AND MAINTAINED AT THE PROPER HEIGHT TO I ELIMINATE HE CHANCE OF INJURY TO E PUBLIC. CONTROL SYSTEM A RAIN BIRD ESP SERIES 24 VAC ELECTRIC CONTROL SYSTEM SHALL BE INSTALLED . ONE 2 STATION CONTROLLER SHALL ACTIVATE 6 IN —LINE VALVES. A RAIN SENSOR SHALL BE INSTALLED TO CONSERVE WATER CONTROLLER SHALL BE INSTALLED IN ACCORDANCE WTH LOCAL CODES AND MANUFACTURERS 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 BE PRESENTATIVE. A 110 VA ELECTRIC SOURCE IS REQUIRED PER LOC TION. THE CONTROLLER SHALL BE INSTALLED AS A PEDESTAL MOUNT, CONTROL LINES FROM AUTOMATIC CONTROLLER TO IN —LINE AUTOMATIC VALVES SHALL BE 114 AWG THHN WIRE WHICH SHALL BE (1J INSTALLED IN ACCORDANCE WITH LOCAL CODES. (2) INSTALLED IN PVC GRFACIL ATE TROUBLESIT BURIED KGL AND (5) SPLIED ATISOL ERLOCATIO S. 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 FOOT 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 OF ANY TREE CANOPY OR OTHER OVERHEAD TIMES 70 APPLY 1.0 INCHES/WEEK mrwwo me Prn� u"""'[ P P SPRINKLER IL RETAIL IN'SSS SHRUB/BUBBLED APNRINo LIED POP—UP SPRAY ON POLY PIPE SWING JOINT LOCATED N SOD OR MULCH SPRINKLER DETAIL (RUG 12" POP—UP ON ASKING JOINT WITH RISER LOCATED IN PLANT MASS MAINTAINED, TO A MINIMUM HEIGHT OF 24. O�KK w, a"�wrc �s uoumiw a.Km rr"oriiI' RAINSENSOR RSD BE,RS0.BE, E Q NTS1 NON—TRANON—TRA FICA AREAS A "pue .� SPRINKLER DETAIL (NUS) \� 12 POP—UP SPRAY ON POLY PIPE SWING JOINT LOCATED IN PLANTS MAINTAINED TO A MAXIMUM HEIGHT OF 8'. wwuun 4iomw. •w wo-uo mnixmm SPRINKLER DETAIL (NT51 12' POP—UP INSTALLED ON PVC SWING JOINT LOCATED IN PLANT MASSS MAINTAIN)=D TO A MAXIMUM HEIGHT OF iS . rv- GATE vnLVE DEruL PIPE SLEEVEDETTAAIL NST 1. GROUNDING ROD INSTALLoTIO�N .• I .• I xm1 mnra suc wre em w� �� �...o�W�o�nµ"m .."�bo•„m w„,..� ,.am REMo E C N ROLy o �w� 1 6 5 4 3 e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o e.o b.a e.o e.o e.o e.o e.o e.o e.o e.o e,s e.o e.o e.o e.o e.o e.o e.o 1 a. _.- a �a51 .,.,, i i.i.� , ,. a - 52 1 a 1 1 e� e.o e.o e" eo e.o e.o e.o eo eo e.a e� eo 1 tl.- a3 a = _ a b.z b.i bi eo e.o eo eo e.o L.o I l o tg a _ . 3 , a , _.a _ -- - a - a 3 .-. ..- a" a.s e,o e.o e.o e.o e.o e.o e.o 1.2 l.i a.. a._ .._ ".4 2 '11 1e.o a-o e.o e.o e.o a-o e.o • 1'.a " F � �.. �.a - •e e , e e �e ° /e?/yL/y/,1/y e *�� ?.,_ `.' °. '.` '.- � 5 e e e e e •- a ea e:° ea ea a 5.i b a b.a b.t b.a 5.a �, _ •, e, •° e� e.° e,� e.o e.o Pry e o e.o e.o e.o �) e � e.° e , e.° e� ° •_, a } , e , ? . s e.o e.o e.o e e e , e,. e s ; e.o e.° S..o SW26th5i ,' e.� e.° e.° e.° e.° e.° e.° t, e� 1,o e.o e.o e.o e.o e.o e.o e.o e.o 2 GENERAL NOTES: 1. 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 SCALE: 1" = 10' - 0" () FULL SCALE (ARCH D). V=10'-0" N 0 5 10 20 40 7 6 5 4 3 2 7 6 6 APPROXIMATE LOCATION OF EXISTING WOOD UTILITY POLE WITH POLE MOUNTED TRANSFORMER. POLE AND TRANSFORMER ARE TO RE RELOCATED RY FP&L TO ACCOMMODATE ARCHITECTURAL RENOVATIONS TO THE PARK, REFER TO GENERAL NOTE 6 III 0 3 2 1 OR CONNECTION TO IRRIGATION — CONTROLLER - Co Asi 2 51 O GENERAL NOTES: �F e=` Om 2111 O ° 1. ALL CONDUITS AND CONDUCTORS FOR BRANCH L- 1, CIRCUITS SHALL BE A MINIMUM OF 3/4" CONDUIT AND#10 COPPER, LION. MIAMI MINI PARK 2. ROUTE CIRCUIT 26221 THROUGH LIGHTING L J CONTACTOR. REFER TO LIGHTING CONTROL DIAGRAM ON SHEET E-05. CITY OF MIAMI e 1 a � a. B 3. COORDINATE EXACT LOCATION OFALL EQUIPMENT PROVIDED BY OTHERS AND EXACT .mm EXISTING PANEL AND METER To RE ELECTRICAL CONNECTION AND AECOM RELOCATED - REFER To GENERAL NOTE s CHARACTERISTICS. 4. PANEL 2622' SHALL BE LOCATED IN LANDSCAPED AREA, COORDINATE EXACT LOCATION WITH LANDSCAPING AND MAINTAIN ALL WORKING CLEARANCES. SURVEY 5. EXISTING PANEL AND METER TO BE RELOCATED uAe�0° "1 52 S1Hq( BY CITY OF MIAMI. ELECTRICAL CONTRACTOR 8-ay52 SHALL COORDINATE THE CONSTRUCTION IRRIGATION SCHEDULE WITH THE CITY AND UTILITY - ,- xeNNE.H°°oN..o, N. _ < �•7622•-1 IT COMPANY FORTHENEWAND RELOCATED ELECTRICAL SERVICES. 6. EC SHALL COORDINATE WITH FP&L THE RELOCATION OF EXISTING WOOD UTILITY POLE r— / ANDEi E W AND TRANSFORMER. NEW PANEL'2622'SHALL III BE FED FROM THE NEW POLE AND APB INSTAu' �� TRANSFORMER LOCATION. z 7. ELECTRICAL CONTRACTOR SHALL FIELD ADJUST x� > TYPE'S2' LIGHTING FIXTURES TO ILLUMINATE ART COLUMNS FOR OWNER'S APPROVAL. +1T STING LIFT STATION ELECTRICAL SERVICE 0I� TO REMAIN ELECTRICAL SITE PLAN SCALE: 1" = 10' - 0" IS (1) FULL SCALE (ARCH D). V=10'-O" N 0 5 10 20 40 3 2 1 ELECTRICAL SITE PLAN E-02 xu POWER RISER DIAGRAM SCALE: N.T.S. PANEL AND METER MOUNTING DETAIL SCALE: N.T,S, 3 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#4CU 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. 6. SERVICE LATERAL CONSISTING OF 3 #1 CU, IN 1-1/2" CONDUIT. PROVIDE SUFFICIENT LENGTH OF CONDUCTOR INSIDE HANDHOLE OR AT BASE OF POLE FOR FP&L TO CONNECT CONDUCTORS TO XFM R. 7. 3 #1 CU, 1 #6 CU GND, 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. #4 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 XFMRTO NEW PANELBOARD. CONDUCTORS ROUTED DOWN THE POLE TO UTILITY PULLBOX. EC SHALL COORDINATE CONNECTION REQUIREMENTS WITH UTILITY PRIOR TO BID. mm 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. 3 2 ] 6 LIGHTING FIXTURE, SEE LIGHTING FIXTURE SCHEING PIXRTYPE. PRESTRESSED CONCRETE, SQUARE TAPERED POLE. RATED FOR 180 MPH WIND SPEEDSAS DESCH B ED IN FLORIDA BUILDING CODE. AP P HANDHOMATELY" AEG, HAND HOLE AT48" AEG, SEE NOTE M6 WEATHER -PROOF JUNCTION BOX SIZED PER N EC. PULLBOXSIZED PER NECAS 6 MANUFACTURED BY CRJAZTE. SEE NOTE #5 CADWELD CONNECTION B 11 LENGTH AS REQUIRED TO SATISFY GENERAL NOTE41 (5'-0" MINIMUM) CON DUITTO ADDITIONAL POLES OR HOMERUNS. SEE ELECTRICAL PLAN FOR SIZE AND NUMBER OF 3/4"CONDUITS. GROUND x10'COPPER CLAD GROUND R00 H4 BARE COPPER GROUND WIRE GENERAL NOTES. 1. CONTE CTORTO SUBMIT DESIGN WIND LOAD CALCULATIONS CERTIFYING CONFORMANCE OF POLEASSEMBLYAS DICTATED BYTHE FLORIDA BUILDING CODE. EACH CALCULATION SHALL BE SIGNED AND SEALED BY A STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER. 2. FURNISH A ND INSTALL BUSSMAN"TRON"TYPE"HEB"IN-LINE WATERPROOF FUSE HOLDERS. FUSE WITH BUSSMAN TYPE"FNM" FUSES, FUSEDAT LOA. LOCATE FUSES IN POLE HAND HOLE. 3. COORDINATE ALL WORK WITH LANDSCAPE PLANS. 4. POLES SHALL BE FACTORY EQUIPPED WITH GROUNDING STUDS. k4 MINIMUM EQUIPMENT GROUNDING CONDUCTOR SHALL BE BONDED TO THE GROUND STUD. S. ED LBOX MANUFACTURED BY QUAZITE W/15,000 LES DESIGN LOADTO HAVE HEAW-DUTY COPOLYMER FULL D.O.T. TRAFFIC RATED HANDHOLE WITH COVER(CONERTO READ "ELECTRICAL"). FURNISHAND INSTALLGRAVEL(IFT.) IN BOTTOM OF PULLBOX FOR DRAINAGE IN ACCORDANCE WITH MANUFACTURER'S IN STRUCTIONS. 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. 0 3 2 10 CA, C Mi N. SO FACE MOUNTED ©mmmmmommmm® ©mmmm�mommmm�m ommmm�mommmm�m ommmm�mmmmmm�m mmmmm�mmmmmm�m mmmmm�mmmmmm�m TOTAL CONNECTED LOAD TOTAL DEMAND LOAD FIDTAL CONNECTED MAD NEC 11 _ 6 6 4 Xref .A10-REFERE NCE\Title Block\Title Block 24x36 SilverBluff.dwe 3 2 1 1 7 6 5 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING VOLT LAMPS MANUFACTURER AREA POLE MOUNTED POLE MOUNT AT 15' ON COOPER — LIGHTING, LED FIXTURE WITH CONCRETE POLE, UON. MCGRAW EDITON TENON ARM AND TYPE IV REFER TO SITE FIXTURE LED-3000K, 70 51 DISTRIBUTION. BRONZE FINISH. POLE DETAIL 120 CRI, 11,800 ACUITY — PROVIDE WITH MANUFACTURER APPROVED "BIRD—DETERANT" LUMENS LITHONIA PHILIPS - GARDCO AREA POLE MOUNTED POLE MOUNTAT 15' ON COOPER — LIGHTING, LED FIXTURE WITH CONCRETE POLE, UON. MCGRAW EDI5ON TENON ARM AND TYPE IV REFER TO SITE FIXTU RE 4 3 CATALOG NUMBER TLM-E04-LED-El-T4-7030-BIRD DETERANT EQUIVALENT EQUIVALENT EQUIVALENT TLM-E04-LED-El-SL4-H55-7030-BIRD DETERENT 2 L N 120VOLT GENERAL NOTES: PUT ATTS 1. LIGHT CONTROL SHALL BE PHOTOCELL "ON", TIMECLOCK "OFF". CONTROL CIRCUIT(2622-4) P 97 2. MOUNT ALL COM PONENTS SHOWN IN NEMA 3R LOCKABLE ENCLOSURE, U.L. 97 T1 LABELED, WITH A MANUFACTURER MOUNTED STEEL BACK PLATE. ARRANGE 97 STTl ENCLOSURE TO HOUSE ALL COMPONENTS SHOWN, SUBMIT DIMENSIONED DETAIL OF ENCL05U RE SHOWING PLACEMENT OF 97 TERMINAL STRIPS, TIMECLOCK, LIGHTING P Tl CONTACTOR, AND MAINTENANCE OVERRIDESWITCH TOTHE ELECTRICAL �� C1 97 EXTERIOR ENGINEER FORAPPROVAL. G HTING EQUIVALENT CONTACTOR 3. LAMINATE ONE COPY OF THIS DETAIL AND w-M� 97 (2622-1 SECU RE IT TO THE INSIDE DOOR OF THE ACv AND 2-5PARE) ENCLOSURE. 696-SLED3025-120/12 (INTEGRAL 4. MOUNT CONTACTOR ENCLOSURE TRANSFORMER) VERIFY FINISH WITH OWNER 10 ADJACENTTO PANELBOARD. MIAMI MINI PARK SH ERWOOD 3 SERIES SYMBOL DESCRIPTION LED POLE MOUNTED SITE LIGHTING FIXTURE. LETTER INDICATES FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. PROVIDE QUANTITIES �N AS SHOWN ON DRAWINGS AND TYPE AS INDICATED IN FIXTURE 51 SCHEDULE. O INDICATES POLE NUMBER. LED GROUND MOUNTED LED LIGHTING FIXTURE. LETTER INDICATES FIXTURE TYPE. SEE LIGHTING FIXTURE 52 SCHEDULE. PROVIDE QUANTITIES AS SHOWN ON DRAWINGS AND TYPE AS INDICATED IN FIXTURE SCHEDULE. DUPLEX RECEPTACLE. (20A., 125V.). WP/GFI DENOTES GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE IN NP/GFI WEATHERPROOF WHILE —IN -USE LOCKABLE, METAL COVER. ELECTRICAL UTILITY METER 120/240 VOLT, SINGLE PHASE O J❑ JUNCTION BOX OR OUTLET BOX, 4" SQUARE BOX UNLESS OTHERWISE NOTED 0 POWER PANELBOARD 120/240 VOLT, SINGLE PHASE UNDERGROUND CONDUIT HOMERU N TO PANEL, 2622 INDICATES PANEL, NUMBERS AFTER DASH INDICATE CIRCUIT. 2,22-2.4 NOTE: ANY CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES A TWO WIRE & EQUIP. GROUND CIRCUIT. A GREATER NUMBER OF WIRES 15 INDICATED AS SHOWN: - A '(3 WIRES& EQUIPMENT GROUND) ABBREVIATIONS A AMPS LFMC LIQUID -TIGHT, FLEXIBLE, METAL CONDUIT A.I.C. AMPERE INTERRUPTING CAPACITY LTG LIGHTING AFG ABOVE FINISH GRADE MAX. MAXIMUM ATS AUTOMATIC TRANSFER SWITCH MCB MAIN CIRCUIT BREAKER AVG. AVERAGE MIN. MINIMUM AWG AMERICAN WIRE GAUGE M.L.O. MAIN LUGS ONLY C. CONDUIT N NEUTRAL CCTV CLOSED CIRCUIT TELEVISION N.T.S. NOT TO SCALE CU COPPER 0 PHASE COMM. COMMUNICATION PNL PANEL ETC. ETCETERA PVC POLYVINYL CHLORIDE EQUIP. EQUIPMENT RGS RIGID GALVANIZED STEEL GEC GROUNDING ELECTRODE CONDUCTOR SER SERVICE ENTRANCE RATED GFI GROUND FAULT INTERRUPTER 5PD SURGE PROTECTIVE DEVICE GND GROUND TYR TYPICAL JB JUNCTION BOX UON UNLESS OTHERWISE NOTED KVA KILOVOLTAMPERES V VOLTS KW KILOWATT WP WEATHERPROOF(NEMA 3R) LED LIGHT EMITTING DIODE XFMR TRANSFORMER 10 STT1= MAINTENANCE OVERRIDE SWITCH, PUSHBUTTON TIMER SWITCH aiexr (WATTSTOPPER TS-400 OR EQUAL) LOCATED INSIDE CONTACTOR CABINET. CITY OF MIAMI 10 P -_ 120V PHOTOCELL, TORK, INTERMATIC, OR EQUAL. MOUNT ON SIDE OF CONTACTOR CABINETAND FACE NORTH. ^•^ .mm Tl = ASTRONOMICAL, 120V TIMECLOCK. TORK, INTERMATIC, OR EQUAL. AECOM MOUNTING Cl __ 30A FULLY -RATED, 3-POLE NORMALLY OPEN ELECTRONICALLY HELD ices, wc. SEE LIGHTING FIXTURE SCHEDULE LIGHTING CONTACTOR WITH 120 VOLT HOLDING COIL. SQUARE-D TYPE 8903 OR EQUAL. EXTERIOR LIGHTING CONTROL CABINET DIAGRAM — 'LCP' SURVEY f 5 nNo Exx"5 SCALE: N.T.S. GENERAL PROJECT NOTES: M1e1amenmm MOUNTED ON CONCRETE P05T IRRIGATION 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENTLY ADOPTED EDITION OF NATIONAL ELECTRICAL CODE AND SHALL AL50 COMPLY WITH ALL APPLICABLE RULES AND REGU LATION5 OF LOCAL AND STATE LAWS AND ORDINANCES. 2. CONTRACTOR SHALL MAKE A THOROUGH EXAM INATION OF THE SITE AND THE CONTRACT DOCUM ENTS. NO CLAIM FOR EXTRA AS NOTED COMPENSATION WILL BE RECOGNIZED IF DIFFICULTIES ARE ENCOUNTERED WHICH AN EXAMINATION OF 51TE CONDITIONS AND CONTRACT DOCUMENTS PRIOR TO EXECUTING CONTRACT WOULD HAVE REVEALED. MOUNTED ON CONCRETE POST 3. ELECTRICAL CONTRACTOR SHALLARRANGE 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. 4. CONTRACTOR SHALL MAINTAIN AN UP TO DATE AND LEGIBLE SET OF A5-BU ILT DRAWINGS ON SITE AT ALL TIMES TO REFLECT AS -BUILT SEE GENERAL NOTES CONDITIONS. GENERAL LIGHTING FIXTURE NOTES: 1. THE CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE IN ALL RESPECTS ALL LIGHTING FIXTURES LISTED IN THE FIXTURE SCHEDULE. 2. THE CONTRACTOR SHALL SUBMIT CATALOG CUTS OF ALLTHE FIXTURES TO THE ENGINEER. THESE CUTS SHALL BE SUBMITTED IMMEDIATELY AFTER THE CONTRACTOR HAS RECEIVED AN APPROVED MATERIAL LI5T 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 L055 FACTORS, ETC. 3.2. DATA 5HEETSAND SHOP DRAWINGS SHALL INDICATE LUMEN OUTPUT, INPUT WATTAGE, VOLTAGE, HOUSING MATERIAL AND FINISH, DIMENSIONS, COLOR RENDERING INDEX, COLOR CORRECTION TEMPERATURE, EFFECTIVE PROJECTED AREA, ETC. 4. COORDINATE ALL LOCATIONS OF LIGHTING FIXTURES WITH EXISTING CONDITIONS. CONTRACTOR 5HALLVERIFY ALL EXISTING CONDITIONS, WITH PARTICULAR ATTENTION TO UNDERGROUND UTILITIES, CONDUITS, PIPES, ETC. UTILITY CONTACTS FLORI DA POWER AND LIGHT CONTACT: FEN MARTIN RENE.MARTIN@FPL.COM 0FFICE#305-377-6107 7 6 5 4 3 2 1 ELECTRICAL LEGEND E-05 xu 10 STT1= MAINTENANCE OVERRIDE SWITCH, PUSHBUTTON TIMER SWITCH aiexr (WATTSTOPPER TS-400 OR EQUAL) LOCATED INSIDE CONTACTOR CABINET. CITY OF MIAMI 10 P -_ 120V PHOTOCELL, TORK, INTERMATIC, OR EQUAL. MOUNT ON SIDE OF CONTACTOR CABINETAND FACE NORTH. ^•^ .mm Tl = ASTRONOMICAL, 120V TIMECLOCK. TORK, INTERMATIC, OR EQUAL. AECOM MOUNTING Cl __ 30A FULLY -RATED, 3-POLE NORMALLY OPEN ELECTRONICALLY HELD ices, wc. SEE LIGHTING FIXTURE SCHEDULE LIGHTING CONTACTOR WITH 120 VOLT HOLDING COIL. SQUARE-D TYPE 8903 OR EQUAL. EXTERIOR LIGHTING CONTROL CABINET DIAGRAM — 'LCP' SURVEY f 5 nNo Exx"5 SCALE: N.T.S. GENERAL PROJECT NOTES: M1e1amenmm MOUNTED ON CONCRETE P05T IRRIGATION 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENTLY ADOPTED EDITION OF NATIONAL ELECTRICAL CODE AND SHALL AL50 COMPLY WITH ALL APPLICABLE RULES AND REGU LATION5 OF LOCAL AND STATE LAWS AND ORDINANCES. 2. CONTRACTOR SHALL MAKE A THOROUGH EXAM INATION OF THE SITE AND THE CONTRACT DOCUM ENTS. NO CLAIM FOR EXTRA AS NOTED COMPENSATION WILL BE RECOGNIZED IF DIFFICULTIES ARE ENCOUNTERED WHICH AN EXAMINATION OF 51TE CONDITIONS AND CONTRACT DOCUMENTS PRIOR TO EXECUTING CONTRACT WOULD HAVE REVEALED. MOUNTED ON CONCRETE POST 3. ELECTRICAL CONTRACTOR SHALLARRANGE 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. 4. CONTRACTOR SHALL MAINTAIN AN UP TO DATE AND LEGIBLE SET OF A5-BU ILT DRAWINGS ON SITE AT ALL TIMES TO REFLECT AS -BUILT SEE GENERAL NOTES CONDITIONS. GENERAL LIGHTING FIXTURE NOTES: 1. THE CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE IN ALL RESPECTS ALL LIGHTING FIXTURES LISTED IN THE FIXTURE SCHEDULE. 2. THE CONTRACTOR SHALL SUBMIT CATALOG CUTS OF ALLTHE FIXTURES TO THE ENGINEER. THESE CUTS SHALL BE SUBMITTED IMMEDIATELY AFTER THE CONTRACTOR HAS RECEIVED AN APPROVED MATERIAL LI5T 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 L055 FACTORS, ETC. 3.2. DATA 5HEETSAND SHOP DRAWINGS SHALL INDICATE LUMEN OUTPUT, INPUT WATTAGE, VOLTAGE, HOUSING MATERIAL AND FINISH, DIMENSIONS, COLOR RENDERING INDEX, COLOR CORRECTION TEMPERATURE, EFFECTIVE PROJECTED AREA, ETC. 4. COORDINATE ALL LOCATIONS OF LIGHTING FIXTURES WITH EXISTING CONDITIONS. CONTRACTOR 5HALLVERIFY ALL EXISTING CONDITIONS, WITH PARTICULAR ATTENTION TO UNDERGROUND UTILITIES, CONDUITS, PIPES, ETC. UTILITY CONTACTS FLORI DA POWER AND LIGHT CONTACT: FEN MARTIN RENE.MARTIN@FPL.COM 0FFICE#305-377-6107 7 6 5 4 3 2 1 ELECTRICAL LEGEND E-05 xu 1 T nas 1- [26 as all xsh a tall electrical systems, n eels, equipment it Ja the= specifica ti on� a ings. apathies EHI xs ings of c o and -1, d EHdd othe- it n, EHd angemdns'fox the specified t ens ar ho on the drawing=_. onductor anp-i-es specified shown oI thd d ings_ a basetl o copper c ith the conduit a ways per NEC Arunl conduct,__ are p_oh-ibuted. 1.2 cohss e'u t-y adopted e ,FE of s F_- - sg C e d(FBC7, de (FFPC)), \-a - cal Labo-ato-es, ni 2 (it), and As- at on (. A) and he n s a_ on fox n 1s_ and _ a - equipnt _ and me sha_pbe - tlabeled, or le t f_ed bye ally cog -zed s-.1ngiLaborat0ry Labo- m nee unaex(It) s abo_ato-es t Inc. ('JL) 1. M-1-1 AMn IQ- uipment A futn shed shake be of c ur,ent product on by nufa,turers m -egu_a-�y engaged inthe -nufactu -d of 'uchs i and fo wh-ch-eplacement pa-ts sha- be aval-able. Ma .leis _u-pment fuxn-shed shall bean an, shah have superior ualety and freshness. When I— than ype o iof the tof m eal' d i uipment i ered=such _itssbe theprod- of a ng_e hall facture,. Mate-C. d 'pmsnt shall be p=o - d 'ng h pment rage asic ga_nst phyal -age' v nq- - btdsatumdstu , moire, codana 1. D dmagea eguipment shape e- be -epa-ed replaced, s -ned�by 0 ach_o teat, r engineer. 2. Danaged paint on equipnent =hail be refinished with the -sty of paint and orl nsh:p a ea by the nufactu-er ' repaired area_ are not obvious. 1 Q .All elettr�eal wo-k shall 0mply with the requirements_ of A II (NECer ) and NFPA 70E, and o hex refences_ OSHA,and by cont rat . Electrical workshall be omplished with all affected cir-it, or equipmnt argued. When a electrical u o tage cant be ompli'hedi th-se._n n r for the r quired work, the d foll-ing r _--enents axe mal dat0ry: 1. Electricians n st use full protective equipment (i.e., if-ed a ing nto co'dr exposed e ergt zda e- i omponents, c of iedcandce tdd i sulated t c.7 while working o ergizetl s Fstte- in ccoardance with 10E. 2. Before i - -ng any work, a job spec, ftyw0�-k plan must be d loped by the xer re conductedah a p-dbbyew the Engineer• e 'heuwork plan dHst_ncule procedures to be -ed on live dequipment, ba___ _' to be i talled, safdetty e u-pnentnto be use., an .tdpath,ays. N'or1 on energ--zetl circuo eq u pment c begin u til prior wx_tten approval is o bit aened - o ex, ax hiteceng_neer. ork that affects e sting - systems , aange _ , electrical r_ phase and perform work t -ference ith nord.1 function ng of the facility. work =Tali be i stalled connetaand d ting d w rk atly, safelyXand professionally. D urbed o damaged work shall sbe repl-ed or repaired to its prior conditions. ordinate location of equipment and condg1m with 0 her trades to m i- ,n ference top: Where cs gays, and othere- cal days pass through fixes paxttonsI fire w moke partitions, - floors,= install a fire stop that provides e effective bar-_er agacat the spread of f---d, s_hoke and gadse' in a th f _ penet-aton eta- _. 1. aQwl eMeMr ronxxl el cnx e permanent e uuipment q c pdentification signs which r-_y indicate anformaton sequted for u oyi ns such as div:dual circuit break -, other significa equipmedt. uipment identification signs shall be laminated black phenolic r sin with a white c.rei h engraved _ing. Letng sha- b osu. of 12- (1/2 Winch) h gh. Ides f ion signs sha- indicate equipment les gnat on, rated bus amperage, v age, umber of phases, a -be_ of 'yea_ or rivets meplates with 1. .Sud, t shop awigsand atuxed adata sheets of s - and equipment to be provideds.ch a iightng fixtures, w ing devices, and other significant equipment . bss miion for rw engineersu's the C.nracshallr the shop d ings and data sheets for conformance with a sign drawings, a d provide a amp, signature, and/or cover letter indicating ,that submittal has been rev -a for dompliance with designee oe-nt- All submittals_ shall inci.de adequate descriptive l_ xet re, log c shop d ings,• _ reports, cextficatons, ample', and other data dry t eels I- eguipment conp_y Jnehe-- drawing an. spec�%caton requirements. - og c submitted for apptova- shay- be legible and c --y - t fy specific m u-_pment beinga ubhntied. 1 A.A W_ Y k pexfo-bed an, a uipment and nate- a - fu-n_'hed unde_th-sB_v__ on shall sha-- -_t- x 2 - be free from defects _ =0 to,a period e yea-fromthe date of n ceptanie of the _- a on by the o..ne_. o-I ANn s.-Cxoxs and of [26 as 19] 2.1A.A 5 .Single 1. 2. I x onductor, shall be Conductor and Cable: No. 12 A G: Minndudizd unless o Arwisenoted. No. 10 AWO and smaller: _ Xcept shall be coppe-. , 3. 4. C.Color 120/24) ack -te Green 2 A. -le- elsewhere specifications, shall _ dedfor final tonne vpbcatp--for. ers,candn ng equipment. No. 8 AWG antl larger: Strdnded. In- tidn. THHK-THWN Code: V PHASE . eu -1 Ground otthe-wise specified in these c rol w be as specified here - 0 and ing n, - An 2 3 A. Sp-isce ou uti pullboxes, .Splices _ are 3 - t cept that the m 11 be t ie- th- no. G conductors only i t boxes, junction boxes_, or handholds. in panelboards, -tchboaxds, and cabinets _ -_- t p-otection not ncied. cxow,mxxc xxn so 1- 14 that [26 as 2" 3.1 1OI4n.O Apment lEd\ 2. B. onding t. 2. onductor _ draw 3. cxowtm Locatio- type B. 1. 2. 111 3 ,Equipm A piping, utlet frames, iten, electrical, bonded groding tonal 10 A aunnd smaller be in solid copper. N 8 A and larger snarl insulated s randed capper. condtors: ucN . 10 AW and smaller be bare -lid copper. No. 8 AWG andrger shall ar be 'trap ed copper. si0�,�n zes snail not han sh0 he ngs. coxnwc I ewsib erm othicelded rs. connec oAbove Gradet N. 3 A d larger, compre"ionntype conned Fo, gs. make- 8 A use mechanical type ru nt G unding: M tail lectri- s _ lo,ure el, ei c rid 1 b-es, ,4ays_,ejunctionnet,, _, bone=_, cabinets, and other conductive in close proximity - shall and grounded. ors. shall be shall be be le u ors. than - -c machine with be l-ommuni-tion' G -ding: all N 6 A s bat -a -,at =ks,11cebinnet,, and .1-ures and co act to t ground ng electrode ,anetdr, bu--r ng steel, - _n g-ouna-ng ba-. xAcawaxs A'm soxas [26 Os 331 a um 1/i inch a ve grade, m mum 3/4 in,h below grade. Rigid Steel ondu_tz(GRC): o th-eadea coupl ocknuts, bushings, c bodies_, a elbows: Onl eel o mali-bee i ma e_ials are acceptabn Plastic Conduct (PVC): a Schedule 40 PVC and fittings_ to, use - nnaergrdnnd -. - only, 3/4 _nchsn_n r:suh. b Pve ondu its sha onv t 90 deg-e bend pro- to penet*at lab o, grade All u erg-ouna c nau_t enter ng bus d_ng of_oh ex erco� sha-i be seaie Outlet, Sunct on, and Pui o. rstproof c whe equired bythehDEC or s. on d wings. Sheet Meta, -zed =_ cept where shown on dra,ings. square boxes s hayim um 4' be iatalled. Metal w- ways: Equip w hingedc ver_ c pt as on ings. Include oupling', offsets, elbo,. expansion joints, adapter '. hold-down straps, end cap'. anothr fittings to m antl mte ,h w. ways_ a requi,Ad for a complete s sy,tem - eAMaLsonxns [26 24 161 A. Page -boards shall IF- , breaker o uq s, bus size voltage, phases, nuof air mber .'t breaker m .sting spaces, flush or =urface unt in ' , branch c lit breakers, and a . as shown on the drawings. B. Panelboards shall be omplete ly factory -assembled with cir.,it breakers and integral a e shown on thedrawings. C. Neutral bus shall be 1000 ratuda mounted on in1 tad supports. D. Grounding bus bar shall be equipped with screws r lugs for the c,Hn.,tion of equipment grounding conductors. Bus bars shall be braced for the available short-circuit current as shown on the draw-ngs, but not be less than 10,000 A symmetrical for 120/208 V nd 120/210 V panelboards, and 14,000 A symmetrical for 277/480 V panelboards. E. Enclosures and Trims: 1. Provide galvanized steel s n 1--eswith NEMA rating- hown on the drawingso required for the envmental and itionsin which installed. 2. Enclosures may be of e-piece formed steel of formed sheet teal with end and side panels welded, r,veted, o bolted as required• 3. Provide m n.fact.rer's standard option for prep.nched knocekouts o top a d bottom dwells. F. Grounding bus bar shall be equipped with screws r lugs for the e tion of equipment grounding conductors. 5.2 CIRCUIT env. -- A. C'... -t breakers shall be bo t on type. B. For r'r -t breakers being added to e ting panelboards, -ordinate the breaker type with -sting p-Alboards. Mod_fy the panel d-restory a cordingly. 5.3 INSTALLATION A. star, a printed schedule of circuits in ach panelboard. Schedules hall reflect final load descriptions, umbers, and r ted to each namee c .it breaker. Schedules hall be printed on the panelboard directory cards and be nstalled in the appropriate panelboards. B. Panelboard enclosures shnll not be used for o ductors feeding through, spliced, o tapping off to other enclosures or devices. 5.4 INSTALLATION A - updated printed s_c'hdau-d of c ach pane board effected= by th-s project. Schetlu- reflect final loadR descripti.- con ed to each lit bxeakex.e-heau_es shall be printed 0n the panelboard directory card_ and be aped in the appropriate panelboards. B. -l-rd enclosures shell t be used for conductors feeding through, splic,d, or tapping off to other enclosures 0r devices. n 1-A [11 27 111 T. PIs Dudid. R ceptacles: ial-grade, singe phase, 21 ampere, 120 volts, 2-pole, MA 5-20R, with ockableNmete_hcle-in-use B. nd-uplex it intdr-upt- D ceptates: Shall be an ndgra'_ u- - ialade, 'u table tot u m nc-gr e ngin 'tanaarai tbox, antl where exposed to ..ther shall be "wee her resist " labeled. Toggle 3rich es sh''_l be - dd C. 20 amperes a 217 'o_ _ AC. c :ng d s_ha=- be ory --ethny'_on ,. - prates ofyq ale co_o_ ant fI x AIn .-Ts... 126 21 211 w Is 7.1 eSha�T be the _NEMA type 3R for Where , the types-f s tch =_hown, they h beeth EMAttyp- n _t nt v- onhen bond-bt on,. C.- -- be Heavy Duty -ypd. A 1$e Class L F l" delayfore 800 amps and greater. 2 Class RK1, ti.d delay for 600 asps or B.and Branch Circuits. Mlags RK1, Htl.d delay. C s .Other Branch Ci-i . 1. Class S, ime delay. 2. C a__ RK5t non -time delay. ixsxutxxl fiches_ shall e b A furnished complete wi h fuses. _Angeafuses such that -at '_ng nfornation i da-ld ,2-thout _dnoving the fuses. pi-. abet for a_cOnnd_ and has gv. ta panel nand, number (s)and uipmnt being se rved. mm - ntdd Area less than on sixth (1/6) of pole height. Addeb-kill in 6-inch t un_na._e. 5-inch layers, tamping each laye-0 lI. - tl for before " in' the n a t listed and r ope`etion between - at- 40 plumb i tallation,ec lud e �,�,9d.e,,g,,�3is,�c,,- _ than check pole o tati0n ,4ith plumb bob e. s""Y2"ttCENdkfE 55 fig lumen e while tamp ingien - sh'0 OC Ceahcour s. Clearance': C eet for h fixture esp0nsible - locating sand cef_ning features, acce_sor_es, and fin --she= provided. aiding all existing underground systems, including hied physical descxipt_on and but not limite d to piping, B catlimensi0ns of each lumina---e. onduits, utilities, C. nclude life, output (lu-ns, CCs-built= of underground and CRI), and energy-efficiencydata. Ay stems are not available. nclude the fixture = as embly "Full odd Amps" a DefinedVoltage', end fixture to be labeled with this -nfo-hats on. - -END- - E.Fh -bs_ttute fixtu-d submit S photometric t a a files electronically a ahard copy and xizfl adjustment factors based o laboratory t ompiying with IE S Lighting MatTing end SPECIFICATIONS C.lculationGu_des, I feach luminaire type. E-06 xu