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10-1140-002(719=RIPI A I Mr)T 1. ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM (1929) (NGVD). 2. ALL PUBLIC LAND CORNERS AND MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED BY THE CONTRACTOR AS FOLLOWS: CORNERS AND MONUMENTS IN CONFLICT WITH THE WORK AND IN DANGER OF BEING DAMAGED, DESTROYED OR COVERED SHALL BE PROPERLY REFERENCED BY A FLORIDA PROFESSIONAL SURVERYOR AND MAPPER IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PRIOR TO BEGINNING WORK AT THAT SITE. THE CONTRACTOR SHALL RETAIN THE LAND SURVEYOR TO REFERENCE, AND RESTORE UPON COMPLETION OF THE WORK, ALL SUCH CORNERS AND MONUMENTS AND SHALL FURNISH TO THE ENGINEER A SIGNED AND SEALED COPY OF THE LAND SURVEYOR'S REFERENCE DRAWING. COST OF THIS WORK SHALL BE DEEMED INCIDENTAL TO THE TOTAL PROJECT COST. 3. EXISTING TOPOGRAPHIC INFORMATION AND CENTERLINE GEOMETRY SHOWN ON PLANS WERE TAKEN FROM RECORD DRAWINGS AND FIELD MEASUREMENTS PERFORMED BY THE ENGINEER OF RECORD. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES ENCOUNTERED PRIOR TO START OF CONSTRUCTION. 4. THE INFORMATION PROVIDED IN THESE DRAWINGS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH MIGHT BE ENCOUNTERED DURING THE COURSE OF THE WORK. THE CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT ALL INVESTIGATIONS DEEMED NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT MIGHT BE ENCOUNTERED, AND UPON WHICH THEIR BIDS WILL BE BASED. 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY /CONFIRM ALL TOPOGRAPHICAL SURVEY, INCLUDING BUT NOT LIMITED TO PROPOSED CENTERLINES AND RIGHT --OF -WAY LINES AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ENCOUNTERED. 6. THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. ALL SECTIONS INDICATED HEREIN REFER TO THE MIAMI DADE COUNTY PUBLIC WORKS DESIGN STANDARDS. 8. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS AND COMPLY WITH ALL APPLICABLE CODES AND LOCAL REGULATIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO SATISFY ALL REQUIREMENTS OF ANY REGULATORY AGENCY PERMITS IN REGARDS TO CONSTRUCTION ACTIVITIES AND RELATED CONDITIONS PRIOR TO THE START OF CONSTRUCTION. 10. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR SHALL PROVIDE SUITABLE EQUIPMENT AND METHODS FOR THE DISPOSAL OF STORM WATER FOR THE DURATION OF THE PROJECT. SAID COST SHALL BE DEEMED INCIDENTAL TO THE TOTAL PROJECT COST. 11. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY ACT (FLORIDA STATUTES SECTION 553.60 ET. SEQ.) AND STANDARDS (29 C.F.R. SECTION 1926.650, SUB-PART P) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION, AND MAINTENANCE OF TRENCHES. 12. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY. MAINTENANCE OF TRAFFIC NOTES: GENERAL: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING ALL TRAFFIC CONTROLS AND SAFETY DEVICES IN ACCORDANCE WITH THE PROJECT PLANS, THE CURRENT EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS INDEX 600'S AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AS MINIMUM CRITERIA. THE CONTRACTOR SHALL SUBMIT A DETAILED TRAFFIC CONTROL PLAN (TCP.) TO THE ENGINEER FOR HIS REVIEW. COST TO BE INCLUDED IN MAINTENANCE OF TRAFFIC PAY ITEM. 2. 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. 3. REGULATORY SPEED ESTABLISHED WITHIN WORK ZONE TRAVEL WAYS SHALL BE THE EXISTING POSTED SPEED. 4. 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 5. CONTRACTOR SHALL REMOVE, RELOCATE OR COVER ANY EXISTING OR PROPOSED SIGNS THAT CONFLICT WITH THE TRAFFIC CONTROL PLANS. WHEN THE CONFLICT NO LONGER EXISTS, THE CONTRACTOR SHALL RESTORE THE SIGNS TO THEIR ORIGINAL POSITION. COST OF TEMPORARILY COVERING OR REMOVING \RELOCATING AND RESTORING THE SIGNS SHALL BE INCLUDED IN MAINTENANCE OF TRAFFIC PAY ITEM. 6. 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. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REMOVAL OF STORMWATER FROM ROADWAYS UTILIZED FOR MAINTAINING TRAFFIC THRU THE WORK ZONE IN A MANNER APPROVED BY THE ENGINEER. COST FOR REMOVING THE WATER SHALL BE DEEMED INCIDENTAL TO THE PROJECT COST. 13. THE CONTRACTOR SHALL NOT ENCROACH INTO OTHER PROPERTIES WITH PERSONNEL, MATERIAL OR EQUIPMENT. 14. THE CONTRACTOR SHALL DISPOSE OF ALL DEMOLISHED MATERIAL, EXCESS EXCAVATED MATERIAL AND DEBRIS TO AN APPROVED SITE IN A LEGAL MANNER AT NO ADDITIONAL COST TO THE PROJECT. 15. STOCKPILING OF MATERIAL IN ROADWAY IS NOT ALLOWED. 16. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR LEAVE EXCAVATED TRENCHES, OR PARTS OF SUCH, EXPOSED OR OPEN AT THE END OF EACH WORKING DAY. WHEN THE CONTRACTOR IS NOT WORKING, ALL TRENCHES SHALL BE COVERED, FIRMLY SECURED AND MARKED ACCORDINGLY FOR PEDESTRIAN TRAFFIC AT NO ADDITIONAL COST TO THE PROJECT. 17. TREES AND SHRUBS IN SWALE AREA NOT AFFECTED BY CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE NOTED. 18. THE 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, WHICH IS IN CONFLICT OR DAMAGED, EXPOSED OR IN ANY WAY DISTURBED BY CONSTRUCTION PERFORMED UNDER THIS CONTRACT, SHALL BE RESTORED PROMPTLY TO IT'S ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE PROJECT, UNLESS IDENTIFIED BY A BID ITEM IN THE PROPOSAL. 19. THE CONTRACTOR SHALL NOT REMOVE OR RELOCATE ANY TREES WITHOUT PRIOR APPROVAL FROM THE OWNER. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM THE CITY OF SOUTH MIAMI PUBLIC WORKS DEPARTMENT PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PRUNE, ROOT PRUNE, AND SUPPORT ALL TREES THAT ARE ADJACENT TO TRENCH EXCAVATION. COST SHALL BE DEEMED INCIDENTAL TO THE TOTAL PROJECT COST. 20. 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. 21. THE CONTRACTOR SHALL CONTACT SUNSHINE AT 1- 800 - 432 -4770 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION TO COORDINATE THE LOCATION OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE AWARE THAT NOT ALL UTILITIES SUBSCRIBE TO SUNSHINE. 22. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO ARRANGE RELOCATION AND /OR TEMPORARY SUPPORT OF UTILITY FEATURES, ETC. AS NECESSARY TO COMPLETE THE WORK. COST SHALL BE DEEMED INCIDENTAL TO THE TOTAL PROJECT COST. 23. THE. LOCATION AND SIZE OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE. OTHER UTILITIES MAY BE ENCOUNTERED DURING THE CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE (LINE & GRADE) ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY HAND EXCAVATION IN COORDINATION WITH ALL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OPERATION. THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AT NO ADDITIONAL COST TO THE PROJECT. 24. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERTICALLY AND HORIZONTALLY PROTECT ANY AND ALL EXISTING UTILITIES ON THIS PROJECT. ANY DAMAGE TO SUCH UTILITIES SHOWN OR NOT SHOWN ON THE PLANS SHALL BE IMMEDIATELY REPAIRED TO THE UTILITY OWNER'S SATISFACTION AT NO ADDITIONAL COST TO THE PROJECT. THE OWNER RESERVES THE RIGHT TO REMEDY SUCH DAMAGE BY ORDERING OUTSIDE PARTIES TO MAKE SUCH REPAIRS AT THE CONTRACTOR'S EXPENSE. DROP OFFS: 8. THE CONTRACTOR SHALL PROTECT THE WORK ZONE WITH DEVICES APPROVED BY THE CITY OF WEST MIAMI FIELD ENGINEER WHEN DROP OFFS EXCEED 3" ADJACENT TO TRAVEL WAYS. MARKINGS: 9. THE CONTRACTOR SHALL REMOVE ANY EXISTING OR TEMPORARY PAVEMENT MARKINGS THAT CONFLICT WITH THE TCP. GRINDING OR MILLING WITHOUT ASPHALT OVERLAY SHALL ONLY BE PERMITTED IN NON - TRAFFIC AREAS AS DESIGNATED BY THE ENGINEER. PAVEMENT MARKINGS SHALL BE REPLACED AT THE TIME TCP. ARE NO LONGER AFFECTED BY THEIR PLACEMENT. COST OF REMOVAL AND REPLACEMENT OF PAVMENT MARKINGS IS INCLUDED IN MAINTENANCE OF SIGNA(LSPAY ITEM. USE OF BLACK PAINT TO COVER EXISTING AND /OR TEMPORARY PAVEMENT MARKINGS I.PROdAIIT,CTOR SHALL NOTIFY MIAMI DADE COUNTY SIGNS AND SIGNALS DIVISION LOCATED AT 7100 N.W. 36TH STREET MIAMI, FLORIDA 33166 AND PHONE NO. (305) 592 -3470, 48 HOURS PRIOR TO ANY WORK TO CONFIRM LOCATION OF SIGNAL INTERCONECTOR CABLES. WORK ZONE LIMITS: 11. THE LENGTH OF AN OPEN TRENCH SHALL NOT EXCEED 600 FEET. PROPERTY ACCESS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL NOT HAVE OPEN TRENCH CONSTRUCTION IN TWO CONSECUTIVE STREETS OR AVENUES AT THE SAME TIME. PEDESTRIANS, BICYCLES, AND WHEELCHAIRS: 12. AT THE END OF EACH WORK DAY OR WHENEVER THE WORK ZONE BECOMES INACTIVE, ANY DROP OFF ADJACENT TO THE PEDESTRIAN, BICYCLE, AND WHEELCHAIR TRAVEL PATHS SHALL BE BACKFILLED FLUSH WITH THE SAID PATHS OR PROTECTED WITH BARRICADES, TEMPORARY CONCRETE BARRIER, OR APPROVED HANDRAIL. COST OF BACKFILLING DROP OFF SHALL BE INCLUDED IN MAINTENANCE OF TRAFFIC PAY ITEM. 13. PEDESTRIAN, BICYCLE, AND WHEELCHAIR TRAFFIC SHALL BE MAINTAINED AND GUIDED USING APPROVED WARNING LIGHTS, SIGNING, AND CHANNELIZATION DEVICES ON AT LEAST ONE SIDE OF THE PROJECT AT ALL TIMES THROUGHOUT THE PROJECT LIMITS. THE TRAVEL PATH SHALL BE A MINIMUM OF 4 FEET WIDE WITH A SMOOTH SURFACE THAT IS NOT SLICK AND IT SHOULD BE RAMPED AS NECESSARY FOR CONTINUITY. COST TO CONSTRUCT AND MAINTAIN THE TRAVEL PATH AS REQUIRED SHALL BE INCLUDED IN MAINTENANCE OF TRAFFIC PAY ITEM. v V V U U U U U V U V V V V ... V U V V U U V U C VVU V U U V U C U V V V CJVVV V V V U V vJV v JV Wit, u .J J uvv u a u U U U U U V v V U VJ U V U •, TOTAL. V V V DESCRIPTION checked_ U V V V V V V V J V r LS MAINTENANCE OF TRAFFIC 1 LS CLEARING AND GRUBBING 1 V U u V 40 SY UUtJU J U V V V V J V U U V J UV UU U VV VUU V VtJVV V JUUJV V. V SY © ,S ^ 0 , 25. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY OF ANY CONFLICT ARISING SY = "r 100 DURING CONSTRUCTION FOR ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS. CONCRETE SIDEWALK (6 "), INCLUDES SUBGRADE PREPERATION AND PATTERN J M o co 0 26, ALL OVERHEAD IMPROVEMENTS AND UTILITIES ENCOUNTERED SHALL BE PROTECTED FROM 8 z 0 • ,(d M W :S �- DAMAGE OR DISPLACEMENT. ANY DAMAGE TO SUCH STRUCTURES SHALL BE COMPLETELY LF TYPE "B" CONCRETE CURB REPAIRED IMMEDIATELY AT NO ADDITIONAL COST TO THE PROJECT. THE OWNER RESERVES TYPE "F" CURB AND GUTTER �.�.. LF THE RIGHT TO REMEDY SUCH DAMAGE BY ORDERING OUTSIDE PARTIES TO MAKE SUCH o REPAIRS AT THE CONTRACTOR'S EXPENSE. EA 36" ROUND FDOT P -7 CONCRETE STRUCTURE W TYPE 10 CURB INLET s EA 18" SOLID HDPE PIPE 60 LF 27. THE CONTRACTOR IS ADVISED THAT PROPERTIES ADJACENT TO THE PROJECT MAY HAVE 50 W d � =' ELECTRIC, TELEPHONE, GAS, WATER, AND /OR SEWER LATERALS WHICH MAY NOT BE SHOWN LF i- Z � U co ON THE PLANS. THE CONTRACTOR SHALL REQUEST THE LOCATION OF THESE LATERAL SERVICES FROM THE UTILITY COMPANIES. THE ADDITIONAL COST OF EXCAVATING, INSTALLING, Z C) o BACKFILL AND COMPACTING AROUND THESE LATERAL SERVICES WITH THE EXCEPTION OF SEWER LATERALS, SHALL BE INCIDENTAL TO THE CONTRACT AT NO ADDITIONAL COST TO THE PROJECT. FOR SEWER LATERAL REFER TO SPECIAL PROVISIONS IN THE CONTRACT DOCUMENTS. v- 28. THE CONTRACTOR SHALL ENGAGE A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER TO PREPARE AND CERTIFY THE AS -BUILT RECORDS OF ALL IMPROVEMENTS AS INDICATED IN SPECIAL PROVISIONS, CITY OF WEST MIAMI SPECIFICATIONS, AND CONTRACT DOCUMENTS. 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE, REMOVAL OR MODIFICATION, ACCIDENTALLY OR PURPOSELY, CAUSED TO ANY IRRIGATION SYSTEMS, PRIVATE OR PUBLIC. THE CONTRACTOR SHALL REPLACE ANY DAMAGED, REMOVED OR MODIFIED IRRIGATION PIPES, SPRINKLER HEADS OR OTHER RELATED ITEMS OF SUCH WORK AND SHALL BE DETERMINED INCIDENTAL TO THE TOTAL PROJECT COST. 30. ANY MAIL BOXES, WALLS, FENCES OR OTHER HOMEOWNER PROPERTY OR IMPROVEMENTS IN DIRECT CONFLICT WITH THE WORK BEING PERFORMED SHALL BE TEMPORARILY RELOCATED AND REPLACED. THE CONTRACTOR SHALL COORDINATE WITH THE U.S. POSTAL SERVICE TO PROVIDE UN- INTERRUPTED MAIL SERVICE TO ALL PROPERTIES AFFECTED BY CONSTRUCTION ACTIVITIES. COST OF SUCH WORK SHALL BE DEEMED INCIDENTAL TO THE TOTAL PROJECT COST. 31. ALL CONSTRUCTION LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 32. GRADING CONSISTS OF ALL EXCAVATION, BACKFILL, SHAPING AND SLOPING NECESSARY FOR THE CONSTRUCTION, PREPARATION AND COMPLETION OF ALL SUB GRADES, SHOULDERS, SLOPES, INTERSECTIONS, PAVEMENT AND OTHER AREAS, ALL IN ACCORDANCE WITH THE LAYOUT AND GRADES SHOWN IN THESE DRAWINGS. 33. ALL UTILITIES AND DRAINAGE IMPROVEMENTS ARE OPEN CUT UNLESS OTHERWISE NOTED ON THE DRAWINGS. 34. THE CONTRACTOR SHALL REPLACE ALL PAVING, STABILIZING EARTH, DRIVEWAYS, SIDEWALKS, ETC. WITH THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR AS DIRECTED BY THE CITY. 35. WHERE NEW PAVEMENT MATCHES EXISTING PAVEMENT, THE TIE --IN SHALL BE MADE IN A NEAT, STRAIGHT SAW CUT JOINT. 36. EXISTING PAVEMENT MARKINGS AND STREET SIGNS SHALL BE IMMEDIATELY RESTORED TO ORIGINAL CONDITION, PER THE MIAMI -DADE COUNTY PUBLIC WORKS DEPARTMENT DETAIL 818.1 AND R18.2. ALL INTERSECTION PAVEMENT DISTURBED BY CONSTRUCTION SHALL BE PROPERLY MARKED PER THE AFOREMENTIONED DETAILS, IF EXISTING MARKINGS WERE PRESENT PRIOR TO CONSTRUCTION. PROJECT QUANTITIES TOTAL. OUANTf11ES LLI DESCRIPTION checked_ MOBILIZATION 1 LS MAINTENANCE OF TRAFFIC 1 LS CLEARING AND GRUBBING 1 LS 1" ASPHALT MILLING 40 SY 1 -1 2" TYPE S ASPHALT PAVEMENT 150 SY 8" LIMEROCK BASE 100 SY CONCRETE SIDEWALK (4 "), INCLUDES SUBGRADE PREPARATION AND PATTERN 30 SY CONCRETE SIDEWALK (6 "), INCLUDES SUBGRADE PREPERATION AND PATTERN 26 SY TYPE "D" CONCRETE CURB (FOR TRANSITION TO TYPE B) 8 LF 48 LF TYPE "B" CONCRETE CURB TYPE "F" CURB AND GUTTER 30 LF 36" ROUND FDOT P-8 CONCRETE MANHOLE W BAFFLE 1 EA 36" ROUND FDOT P -7 CONCRETE STRUCTURE W TYPE 10 CURB INLET 4 EA 18" SOLID HDPE PIPE 60 LF 24" HDPE EXFILTRATION TRENCH 50 LF CORE AND TIE INTO SLAB COVERED TRENCH 50 LF v y KNOW WHAT ' S BELOW ALWAYS CALL 811 o BEFORE YOU DIG t It's fast. It's free. It's the law. www.calisunshine.com V) z 0 V) lox x zi �c m Lu ❑L Ln w Ln h- V) U) (j) F 0~ � C[ W z V I IY i designed LLI �r checked_ project no W uj i • uj „ul :yam W i 0 i Lu ■ 9 I i ■ U) (j) F 0~ � C[ W z V I IY ::pro' =p? By W designed drawn �r checked_ project no W scale date drawing 2 ::pro' =p? By 6 F. ALONSO F. ALONSO A. CANAL 551021.00 AS SHOWN MAY 2010 s •. „ul :yam 6 F. ALONSO F. ALONSO A. CANAL 551021.00 AS SHOWN MAY 2010