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13-537-001NORTH rn LOCATION PLAN SCALE: N.T.S. SITE DEMOLITION NOTES: 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLANS ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND /OR PRIVATE RECORDS SUPPLIED BY THE PROJECT OWNER AND /OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR ARCHITECT, NOR ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTIONS. 2. CONTRACT SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE NOTICE TO THAT UTILITY. 3. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYORS AND CITY OR STATE RECORDS RELATIVE TO THE EXITING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL UTILITIES AT CONTRACTORS EXPENSE. 4. VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED AND /OR ABANDON HAVE BEEN DISCONNECTED. 5. ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION AND VEGETATION TO REMAIN. COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS. 6. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTILITIES PURVEYORS. 7. MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM INTERFERENCE WITH ROADS, STREET, SIDEWALK AND ADJACENT FACILITIES; DO NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUT PERMISSION FORM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT ALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES. 8. PROTECT FROM HARM ANY TREES, OR OTHER OBJECT SELECTED TO REMAIN - 9- SPRINKLE DEBRIS W/ WATER AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICAL LEVEL. 10. RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO OWNER- REPAIR ANY DAMAGE TO ADJACENT STRUCTURES, UTILITIES, SITE AND WORK OF THIS CONTRACT TO REMAIN AT NO ADDITIONAL COST TO OWNER. 11. REMOVE EXISTING ABOVE -GRADE AND BELOW GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW CUT AT THE BOUNDARIES OF THE AREA TO BE REMOVED. MAKE CUTS AT CLOSEST PAVING JOINT. 12. COMPLETELY REMOVE ALL GROWTH INCLUDING COMPLETE ROOT SYSTEM OF SHRUBS, HERBACEOUS WEEDS AND GRASSES, WITHIN THE LIMIT OF CLEARING AS NECESSARY FOR CONSTRUCTION. 13. THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH ALL GOVERNMENT REGULATIONS. IN NO CASE SHALL REFUSE BE LEFT ON THE PROJECT SITE, SHOVED ONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON THE PROJECT SITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANY STREET OR ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE PRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT. , CONCRETE NOTE: 1- JOIINT MATERIAL: SHALL BE OF A SILICON MATERIAL. 2. D�SIGN MIX: THE CONCRETE MIX SHALL BE DESIGNED TO MEET ALL REQUIREMENTS OF CLASS I CONCRETE PER F.D.O.T. SPECIFICATIONS, SECTION 34�. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 3,500 PSI AT 28 DAYS; THE SLUMP SHALL BE 2 TO 4 INCHES AND MIN. 650 PSI FLEXURAL STRENGTH I 3. REINFORCING STEEL: SHALL BE PER ASTM A615, GRADE 60. 4- SUB -GRADE PREPARATION: REMOVE LOOSE MATERIAL FROM THE BASE COURSE. BASE COURSE MUST BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MlXIMUM DENSITY AS DETERMINED BY ASTM BEFORE PLACING CONCRETE. JUST PRIOR TO PLACING CONCRETE, MOISTEN SUB -GRADE AS REQUIRED TO PROVIDE A UNIFORMED DAMPENED SURFACE AT THE TIME THE CONCRETE IS PLACED. 5- SAWED JOINT: FORM CONTRACTION JOINT USING SAWS EQUIPPED WITH A SHATTERPROOF ABRASIVE OR DIAMOND RIMMED BLADES. CUT JOINTS INTO CONCRETE PAVING AS SOON AS THE SURFACE WILL NOT BE RAVELED OR OTHERWISE DAMAGED BY CUTTING ACTION. JOINTS MUST BE COMPLETED BETWEEN FOUR (4) AND EIGHTEEN (18) HOURS AFTER PAVING HAS BEEN PLACED. 6. EXPANSION (ISOLATION) JOINTS: PROVIDE EXPANSION JOINTS TO ISOLATE FIXED OBJECTS ABUTTING OR WITHIN THE PAVED AREA. THEY MUST CONTAIN SILICON SEALANT MATERIAL FOR THE FULL DEPTH OF THE PAVING SLAB. 7. CONTROL JOINTS: SHALL BE LOCATED AT INTERVALS NOT TO EXCEED FIFTEEN (15) FEET. S. W, 70th STREET EXISTING SIDEWALK rn CONCRETE APR_ OM REPAIR © SCALE: 3/16" = 1' -0" EXISTING CONCRETE TYPICAL TO REMAIN AS —IS. —� DRILL AND EPDXY 1 #3 DOWEL X 12" LONG AT 16" O.C. VERTICAL WITH 4" EMBEDMENT USE PAUR FOIL FAST CONTRIDGE SYSTEM. # 4 AT 18" O.C. BOTH WAYS (ALTERNATE: 4x4 — W4xW4 W.W.F.) ± 13' -0" i 6" MINIMUM CONCRETE THICKNESS. EXISTING CONCRETE SIDEWALK. U V V U U V V V V U V V V V V V V V V V V U U U U V V VVU V U U V `J u u u vu vvv vvv v v u ovvu u u v u u u v v v u V V U u V V V U V V V V V VV V V J U V V U U V V V V U U U V U <' III — III —�— I— � � �— — � I � � �— III —I � � ( —— •.,'r , 4 Vag G0 14-1 N1 AF' III— III — EXISTING COMPACTED ,f.'C' t- T, BASE COURSE TO REMAIN. EXISTING STABILIZED SUB —BASE TO REMAIN. r� SECTION A -1.0 SCALE: 1 -112" = 1' -0" KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DI 11'1 toot It's floc It $ tla lun, tiv%mcallsunshlno.com �» p r � I MIAMI IDADE FIRE RESCUE Facilities & Construction 9300 N. W. 41st STREET MIAMI, FLORIDA 33178 tel: (786) 331 -4500 fax: (786) 331 -4501 ANGEL H. LAMELA ARCHITECT AR- 0009520 } 0 xb M A to it r� ;• g ' PROJECT: CONCRETE APRON REPLACEMENT STATION No. 14 5860 SW 70 STREET MIAMI, FLORIDA .i PROJECT No. DATE REVISION STATION 14 CONC. DRAWN BY: ISSUED FOR: CHECKED BY: tip: PRE -BID Note to Contractor: Written dimension have preference over scaled dimensions. Should discrepancies arise please stop and contact our office for clarifications at <' 786- 331 -4500. Original drawing is 24" x 36 ", scale entities — accordingly if reduced. `' .. y No. DATE REVISION BY DRAWN BY: JOSE M. NIEBLAS'' CHECKED BY: tip: A.H.L. DATE: 05 -07 -2013 SCALE: AS SHOWN .' DRAWN BY: JOSE M. NIEBLAS'' CHECKED BY: tip: A.H.L. SEAL / SIGNATURE , tJE fi a „,,A f �) ANGEL H. LAMELA AR - 0009520 This drawing is property of the Miami Dade Fire Rescue Facilities & Construction Division and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned on request. COPYRIGHT O 2008 SHEET TITLE SITE PLAN l AW 0 SHEET NUMBER r A-1.0 OF: ;1