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03-03-09 Item 2a04 sour of South Miami t 3 PUBLIC WORKS DEPARTMENT 4795 SW 75th Avenue • IRCORPORATED 1927 P Miami FL 33155 o a. o Tel. (305) 663 -6350 Fax (305) 668 -7208 MEMORANDUM To: The Honorable Mayor and Members of the City Commission Via: W.A. Balogun, City Manager From: Jose Olivo, P.E., Public Works Director Date: February 25, 2009 Subject: Miami -Dade County Improvements to SW 62 "d Avenue (From SW 701h St. to SW 64th St.) South Miami brAll Afl-AmedcaCky I I I '® 2001 a(a) Miami -Dade County (MDC) has provided the City of South Miami with 90% plans for review & comments (See attached plans). In reference to a City Commission request for a crosswalk, MDC Public Works Department has related via email (See attached email response) that they have not seen students crossing SW 62nd Ave between SW 64th St and Sw 68th St. For this reason; they do not recommend installing a new mid block crosswalk at that location. END OF MEMO Page 1 of 1 Page 1 of 2 Olivo, Jose From:. Alcina, Jacqueline (PWD) [alcina @miamidade.gov] Sent: Thursday, December 04, 2008 4:14 PM To: Balogun, Ajibola; Olivo, Jose Cc: Riera, Miguel (PWD) Subject: FW: JRE Lee Educational Center School SW 62 Ave from SW 70 St to SW 64 St Follow Up Flag: Follow up Flag Status: Red Jose, After the analysis to find out if it is required to provide a crosswalk for the students at the subject school, our Traffic section did not recommend it and the reason is expressed on this e-mail (Please see the below e- mails). Should you have any questions and /or concerns please do not hesitate to contact me. Jacqueline Alcina, E.I. Project Manager Miami -Dade County Public Works Department Highway Division I I INW Ist Street, Suite1510 Miami, Florida 33128 -1970 Tel: (305) 375 -2754 Fax: (305) 679 -7738 E -mail Address: alcina @miamidade.gov "Delivering Excellence Everyday" From: Orue, Jon (PWD) Sent: Thursday, December 04, 2008 3:26 PM To: Alcina, Jacqueline (PWD) Cc: Bernstein, Harvey (PWD) Subject: FW: ]RE Lee Educational Center School Hi Jackie As I mentioned to you yesterday, I did not observed any students crossing SW 62nd Ave. between SW 64th St. and SW 68th St on Dec 2nd during dismissal time. Therefore, we do not recommend installing a new mid block high emphasis zebra crosswalk at this location. I hope this information suffices your requirements From: Warren, Claire C. (mailto:CWarren @dadeschools.net] Sent: Thursday, November 20, 2008 11:44 AM To: Orue, Jon (PWD) Subject: RE: ]RE Lee Educational Center School Mr. Orue: We currently have four students from the South Miami area who walk to school and use the existing crosswalks. 2/4/2009 Page 2 of 2 am not sure who has requested the mid -block crosswalk, but perhaps someone from the school system's facilities department had a conversation with the City of South Miami. Also, as this location is eventually to be converted back to a neighboorhood elementary school, perhaps that is part of the reason for the request. If I can provide additional information, please let me know. Claire Warren, Principal Young Women's Academy for Academic and Civic Development J.R.E. Lee Opportunity School 305 - 661 -1551 From: Orue, Jon (PWD) [mailto:orue @miamidade.gov] Sent: Thursday, November 20, 2008 10:56 AM To: Warren, Claire C. Subject: JRE Lee Educational Center School Please advise our office if there are students from your school walking to or from the school on SW 62nd Ave. We have always been told that your entire school population is bussed in to your school. The Miami Dade Public Works Department (PWD) is currently working in the design to resurface the entire corridor and were told by the City of South Miami that your school is asking for a new mid block crosswalk in from of your school on SW 62nd Ave. between SW 68th St. and SW 64th St. We do not recommend installing such device because of the location and is why I need your comments. Please let us know at your earliest convenience. Sincerely Jon Orue Traffic Engineer 2 Miami Dade County Public Works Department 111 NW 1st Street - Suite 1510 - Miami Florida 33128 305 - 375 -2366 Phone 305 - 372 -6064 Fax ,7 P. 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THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. 5 SUMMARY OF DRAINAGE STRUCTURES 6 -9 PLAN & PROFILES 10 SIDE STREET ROADWAY PLAN 11-12 SIDE STREET PROFILES 13 -17 DRAINAGE STRUCTURES m1em1 s P° ' 18 -27 CROSS SECTIONS (EXISTING AND PROPOSED) T z DER 41 T WEST 41 28-30 TRAFFIC CONTROL PLAN a M 9 to 11 Po 31 31 TABULATION OF OUANTITIES yP s. �a 1z q 32-35 SIGNING AND PAVEMENT MARKING PLANS .) Westchest 4 GABLES a EpS� GOpS STD PROJECT 36 LIGHT POLE AND DATA PLAN to 37 -44 SIGNALIZATION PLANS 9 5 17 16 COv�lloge 13 P .43.241 9 ' ��pF10 6 7r C nut Grove ter.,......::,..'. 4c 1 P rkw COAL j..DINNER KEY 0 I 2 a 20 n 21 .... 22 -2. 24 V ":fvlJ °V'.r: r..- .'.:>. :: MILES STANDARD INDEX DRAWINGS 45 GUTTER INLET TYPE V (DGI -02) 46 INLET, MANHOLE. JUNCTION BOX TYPE J &P (OSB -01) 47 DETAIL OF EXFILTRATION DRAIN WITH PERFORATED PIPE (3-E) 48 CURB INLET TYPES 1.2.3, &4 (DCI -01) 49 CURB INLET TYPES 5 &6 (DCI -02) 50 CURB & CURB AND GUTTER, STANDARD INDEX 300 51 -54 PUBLIC SIDEWALK CURB RAMPS. STANDARD INDEX 304 55 TURNOUTS. STANDARD INDEX 515 THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE MIAMI -DADE COUNTY PUBLIC WORKS DEPARTMENT STANDARDS AND SPECIFICATIONS PARTS 1.2 AND 3. THE MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS. THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANOARDS,AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. AS AMENDED BY CONTRACT DOCUMENTS. 31"n Y017 DITG 141.1,11 hw— dru.1... fri1tY tAlifl�hl116.L� BEGIN PROJECT STA 25 +87.84 PREPARED FOR MIAMI -DADE MIAMI -DADE COUNTY PUBLIC WORKS DEPARTMENT HIGHWAY DIVISION STEPHEN P.CLARK CENTER Ill NW I ST MIAMI. FLORIDA 33128 BY �R ENGINEERING 7300 N. Kendall Drive, Suite 400 Miami, Florida 33156 Phone: (305) 670 -2350 Fox: (305) 670 -2351 Certificate of Authorization No. 7184 LENGTH OF JOB LIN. FT. MILES ROADWAY 2.087.41 0.395 BRIDGE - - GROSS LENGTH OF JOB 2,087.41 0.395 EXCEPTIONS • - - NET LENGTH OF JOB 2,087.41 0.395 ENGINEER OF RECORD: ELIA NUNEZ FLORIDA REGISTRATION P.E. No. 66276 90 % PLANS FEBRUARY,2009 APPROVED DIRECTOR OF PUBLIC WORKS RECOMMENDED ASSISTANT DIRECTOR SUBMITTED HIGHWAY DIVISION PROPOSED CHECK DESIGN BCC DRAWN BCC DATE SHEET I OF 55 GENERAL NOTES 1. B.M. DATA IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 KG.V.D. -29). 2. ANY N.G.V.O.BENCH MARK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED AND PROPERLY REFERENCED BY A REGISTERED -LAND SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS PRIOR TO BEGINNING WORK AT THE SITE. IF ANY MONUMENT IS IN DANGER OF DAMAGE. THE PROJECT ENGINEER SHALL NOTIFY RON TAYLOR. FLORIDA DEPT. OF NATURAL RESOURCES BUREAU OF SURVEYING AND MAPPING. 3900 COMMONWEALTH BLVD„ MAIL STATION 105. TALLAHASSEE. FLORIDA 32399 -3000 TELEPHONE (850)488 -2427. 3. 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 REGISTERED -LAND SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS PRIOR TO BEGINNING WORK AT THE 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 MIAMI-DADE COUNTY PUBLIC WORKS DEPARTMENT A SIGNED AND SEALED COPY OF THE LAND SURVEYOR'S REFERENCE DRAWING. 4. ALL STATIONS AND OFFSETS REFER TO CENTERLINE OF CONSTRUCTION. UNLESS OTHERWISE STATED. 5. ALL GRADES SHOWN IN PLAN ARE FINISHED GRADES. S. THE CONTRACTOR SHALL PAINT ALL STATIONS WITH STENCILED NUMBERS ON THE FACE OF CURB: A. FROM THE BEGINNING OF THE PROJECT WHERE THE CURB IS TO REMAIN. B. AT NEW CURB NOT LATER THAN 72 HOURS AFTER BEING POURED. C.WHERE CURB DOES NOT EXIST AND SHALL NOT BE CONSTRUCTED. THE CONTRACTOR SHALL MAINTAIN STATIONING WITH SURVEYING STAKES. CONTRACTOR SHALL MAINTAIN THE STATION MARKS VISIBLE UNTIL FINAL INSPECTION. 7. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF MIAMI -DADE COUNTY PUBLIC WORKS DEPARTMENT. AND ANY OTHER STATE OR LOCAL AGENCY WITH JURISDICTION. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 8. CONTRACTOR SHALL COMPLY WITH THE REOUIREMENTS OF THE EPA AND THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES). 9. THE LOCATION AND SIZE OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION AND SHOULD BE CONSIDERED APPROXIMATE ONLY. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY PRE-TRENCHING 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 ENGINEER AND THE OWNER. THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 10. CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE-CALL AT 811 AT LEAST 48 HOURS PRIOR TO PERFORMING ANY DIGGING TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES. A CONTRACTOR'S REPRESENTATIVE MUST BE PRESENT WHEN UTILITY COMPANIES LOCATE THEIR FACILITIES. 11. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD AND UNDERGROUND UTILITIES. 24. IF SHEETING, SHORING, OR DEWATERING. INCLUDING WELL POINTS ARE NECESSARY, THE CONTRACTOR MUST MONITOR AND CONTROL ALL WORK THAT MAY CAUSE CRACKING TO ANY ADJACENT BUILDING. STRUCTURE. OR PROPERTY AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THESE OPERATIONS. COST OF SHEETING. SHORING. OR DEWATERING SHALL BE INCLUDED IN THE RELATED BID ITEM FOR THE WORK BEING DONE. 25. EXPLORATORY OR PRE - TRENCHING IN THE ALIGNMENT AND GRADE OF PROPOSED PIPES. STRUCTURES. FRENCH DRAINS. CONDUITS. POLE FOUNDATIONS AND /OR SUB -GRADE SHALL BE PERFORMED SEVEN DAYS IN ADVANCE OF ITS CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE UNDERGROUND UTILITY OWNERS AND THE DEPARTMENT WITH IMMEDIATE NOTIFICATION OF ANY CONFLICT WITH PROPOSED CONSTRUCTION. THIS NOTIFICATION SHALL PROVIDE SURVEY INFORMATION ABOUT EXISTING UTILITY ALIGNMENT.GRADE AND POSSIBLE CONFLICTS. PAYMENT FOR EXPLORATORY OR PRE- TRENCHING. SURVEY AND BACKFILLING SHALL BE INCLUDED IN THE COST OF THE RELATED BID ITEM FOR THE WORK BEING DONE. 26. ALL DITCH EXCAVATIONS SHALL BE PERFORMED IN FULL COMPLIANCE WITH THE PROVISIONS OF THE TRENCH SAFETY ACT. 27. ALL EXCESS MATERIAL. AS DESIGNATED BY THE ENGINEER. IS TO BE DISPOSED BY THE CONTRACTOR IN AREAS PROVIDED BY HIM WITHIN 72 HOURS OF BEING DEPOSITED IN THE CONSTRUCTION AREA AND AT THE CONTRACTOR'S EXPENSE. . 28. ANY KNOWN OR SUSPECTED HAZARDOUS MATERIAL FOUND ON THE PROJECT BY THE CONTRACTOR SHALL BE IMMEDIATELY REPORTED TO THE PROJECT ENGINEER.WHO SHALL DIRECT THE CONTRACTOR TO PROTECT THE AREA OF KNOWN OR SUSPECTED CONTAMINATION FROM FURTHER ACCESS. THE ENGINEER WILL ARRANGE FOR INVESTIGATION. IDENTIFICATION. AND REMED[AT[ON OF THE HAZARDOUS MATERIAL. THE CONTRACTOR SHALL NOT RETURN TO THE AREA OF CONTAMINATION UNTIL APPROVAL 1S PROVIDED BY THE PROJECT ENGINEER. 29 ABOVE GROUND T ACCORDING T AVAILABLE [ NOT ACCURATELY REFLECT PRESENT CONDITIONS. SHALL BE RESPONSIBLE FAMILIARIZING WITH CURRENT SITE COND[TIONS.AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 30. CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING TREES. STRUCTURES AND UTILITIES.WHICH MAY NOT BE SHOWN ON PLANS. ANY STRUCTURE, PAVEMENT. TREES OR OTHER EXISTING IMPROVEMENT NOT SPECIFIED FOR REMOVAL WHICH 1S TEMPORARY DAMAGEN EXPOSED OR IN ANY WAY DISTURBED BY CONSTRUCTION PERFORMED UNDER THIS CONTRACT.SHALL BE REPAIRED. PATCHED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 31. THE CONTRACTOR SHALL USE A STREET SWEEPER (USING WATER)OR OTHER EOUIPMENT CAPABLE OF CONTROLLING AND REMOVING DUST. APPROVAL OF THE USE OF SUCH EOUIPMENT IS CONTINGENT UPON ITS DEMONSTRATED ABILITY TO DO THE WORK. WITH THE EXISTING PAVEMENT. 32, WHERE NEW PAVEMENT MEETS EXISTING. CONNECTION SHALL BE MADE IN A NEAT STRAIGHT LINE AND FLUSH IS RECOMMENDED. 33. THE LOCATION OF SOME DRIVEWAYS IS APPROXIMATE. VERIFICATION OF EXACT LOCATIONS AND DIMENSIONS AND WIDTH.UNLESS OTHERWISE SHOWN IN PLANS. 34. EXISTING DRIVEWAYS WITHIN THE LIMITS OF THIS PROJECT ARE TO BE REPLACED AT THE SAME LOCATION 35. 12. MIAMI -DADE WATER AND SEWER DEPARTMENT REOUIRES THAT ACCESS TO ALL WATER AND SEWER VALVES. SANITARY MANHOLES.ANO OTHER CONTROL MECHANISMS BE MAINTAINED THROUGHOUT CONSTRUCTION IN THE EVENT OF AN EMERGENCY TO ENSURE THE PUBLIC HEALTH AND SAFETY.COVERING VALVE BOXES AND MANHOLES CAN BE CONSIDERED UNAUTHORIZED OBSTRUCTION OF AND TAMPERING WITH DEPARTMENT UTILITIES. ALL 36. REOUESTS FOR UTILITY ADJUSTMENTS MUST BE MADE IN WRITING AT LEAST TWO (2) WEEKS IN ADVANCE. FOR ANY FIRE HY RANTSS THAT ARE DAMAGED OR BUMPED DURING CONSTRUCTION, CONTACT THE MDWASD HYDRANT SHOP AT° 305 -B05 -4575. 37. 11 KNOWN UTILITY COMPANIES IN THE PROJECT LIMITS INCLUOE.BUT ARE NOT LIMITED T0: FPL (3051442-5129 AT&T (3051222 -8745 MIAMI -DADE COUNTY WATER & SEWER DEPT. (7861268 -5242 FPL (FIBERNET) (305) 552 -2024 XO COMMUNICATIONS (305) 356 -3160 NUI CITY GAS (305) 691 -8710 CITY OF SOUTH MIAMI PUBLIC WORKS (305) 663 -6338 14. WATER. AND /OR SEWER SERVICE LATERALS WHICH MAY NOT BE SHOWN IN PLANS. CONTRACTOR MUST REOUEST 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. 15. ANY DAMAGE TO PUBLIC OR PRIVATE PROPERTY SHALL BE RESTORED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 16. ANY ENCROACHMENT WITHIN THE LIMITS OF CONSTRUCTION SHALL BE RELOCATED OR PROTECTED BY THE ADJACENT PROPERTY OWNER AT THEIR EXPENSE. 17. CLEARING AND GRUBBING, GRADING AND OTHER INCIDENTAL WORK NECESSARY FOR HARMONIZATION OUTSIDE R/W SHALL BE INCLUDED IN RELATED BID ITEMS. 18. ALL GRASS AREAS AFFECTED BY CONSTRUCTION SHALL BE RE- SODDED BY CONTRACTOR 19. THE CONTRACTOR SHOULD TAKE SPECIAL NOTE OF SOIL CONDITIONS THROUGHOUT THIS PROJECT.ANY SPECIAL SHORING, SHEETING OR OTHER PROCEDURES NECESSARY TO PROTECT ADJACENT PROPERTY, PUBLIC OR PRIVATE. DURING THE EXCAVATION OF SUBSOIL MATERIAL AND EXFILTRATION TRENCH. OR FILLING OF ANY AREA. OR FOR ANY OPERATION DURING CONSTRUCTION. SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 20. THE INFORMATION PROVIDED IN THESE DRAWINGS 1S SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH WILL BE ENCOUNTERED DURING THE COURSE OF WORK. THE CONTRACTORS ARE DIRECTED. PRIOR TO BIDDING. TO CONDUCT WHATEVER INVESTIGATIONS THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED. AND UPON WHICH BIDS WILL BE BASED. 21. RADII ON CURB RETURNS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION, INSTALLATION. AND MAINTENANCE OF ALL TRAFFIC CONTROL AND SAFETY DEVICES. IN ACCORDANCE WITH SPECIFICATIONS OUTLINED IN THE PUBLIC WORKS DEPARTMENT MANUAL. THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. AND THE FOOT DESIGN STANDARDS. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING DEWATERING PERMIT (IF APPLICABLE) COST OF THE PERMIT AND DEWATERING SHALL BE INCLUDED IN THE THE RELATED 610 ITEM FOR THE WORK BEING DONE. WHERE CONNECTIONS TO EXISTING SIDEWALKS AND DRIVEWAYS ARE NOT INDICATED ON PLANS.PROPER CONNECTIONS ARE TO BE MADE AS DIRECTED BY THE ENGINEER. DROP CURB AND DRIVEWAY CONNECTIONS SHALL BE PROVIDED FOR ACCESS TO ALL PRIVATE PROPERTIES ADJACENT TO THE PROJECT.PAYMENT SHALL BE INCLUDED IN THE COST OF RELATED BID ITEMS. THE SIDEWALK AT DRIVEWAY TURNOUTS SHALL BE 6' CONCRETE. ALL BUS STOP SIGNS TO BE FURNISHED BY MIAMI-DADE TRANSIT. CONTRACTOR TO CONTACT MIAMI-DADE COUNTY TRANSIT AT (305) 637 -3753 ONE (1) WEEK PRIOR TO POURING SIDE WALKS AND COORDINATE THE REMOVAL AND REPLACEMENT OF BUS STOP SIGNS AND BENCHES. MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FROM SW 70 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 7 OF 'S DRAINAGE NOTES 1. WHEN DISSIMILAR MATERIAL CONNECTIONS ARE MADE. SUCH AS CONCRETE TO METAL. THE DISSIMILAR MATERIAL SHALL BE SEPARATED BY COATING THE CONTACT SURFACE WITH SITUMASTIC MATERIAL. 2. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING AND NEW INLETS CLEAN OF MILLING MATERIAL. LIMEROCK, DEBRIS. ETC. DURING THE CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. ALL LINES AND STRUCTURES SHALL BE CLEANED PRIOR TO FINAL INSPECTION AND ACCEPTANCE. 3. CAST IRON PRODUCTS:HEAVY -DUTY CLASSIFICATION SUITABLE FOR HIGHWAY TRAFFIC LOADS OR 16.000 LBS WHEEL LOADS. 4. STEEL GRATING AND COVERS: TRAFFIC CLASSIFICATION H- 20:16.000 LBS OVER 8'X20' AREA. 5. EXISTING DRAINAGE STRUCTURES IN CONFLICT WITH CONSTRUCTION WITHIN THE LIMITS OF CONSTRUCTION SHALL BE REMOVED UNLESS OTHERWISE NOTED. S. EXISTING MANHOLES AND INLETS SCHEDULED TO REMAIN SHALL BE THOROUGHLY CLEANED BY REMOVING ALL DEBRIS AND SEOIMENTS.AND THE INTERIOR SHALL BE SEALED WITH AN APPROVED NON-TOXIC SITUMASTIC SEALANT. 7. PRIOR TO CONSTRUCTION THE CONTRACTOR WILL INSPECT ALL EXISTING STRUCTURES WHICH ARE TO REMAIN AND NOTIFY THE ENGINEER OF ANY OBVIOUS STRUCTURAL DEFICIENCIES. S. CONTRACTOR SHALL ADJUST ALL EXISTING CATCH BASINS. GRATES. AND STORM MANHOLE COVERS TO MEET NEW GRADES WHERE APPLICABLE. 9. ELEVATIONS AND OFFSETS SHOWN AT DRAINAGE STRUCTURES REFER TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 10. PRIOR TO CONSTRUCTION THE CONTRACTOR WILL VERIFY INVERT ELEVATIONS OF ALL PIPES WHICH ARE TO REMAIN AND NOTIFY THE ENGINEER OF ANY ELEVATION DEVIATIONS. 11. THERE SHALL BE NO MORE THAN THREE LATERAL DRAINAGE INSTALLATIONS WITHOUT BACKFILLING. BACKFILLNG OF LATERAL DRAINAGE SHALL NOT LAG MORE THAN 72 HOURS BEHIND THE START OF EXCAVATION. 12. SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME DRAINAGE STRUCTURES EXTEND INTO THE STABILIZED PORTION OF THE ROADBED AND EXTREME CAUTION SHOULD BE USED IN THE STABILIZING OPERATIONS AT THESE LOCATIONS. 13. COMPLETE AS-BU[LT INFORMATION RELATIVE TO LOCATION AND DEPTH OF PIPES. MANHOLES. ETC. SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK. ALL ELEVATIONS SHALL BE TAKEN BY A FLORIDA REGISTERED SURVEYOR AND SHOWN ON THE RECORD DRAWINGS. 14. DESIGN WATER TABLE ELEVATION: 3.0 (AVERAGE OCTOBER GROUND WATER LEVEL) 15. MIAMI -DADE COUNTY FLOOD CRITERIA ELEVATION:6.5 16. CONTRACTOR SHALL CONVERT EXISTING SLAB COVERED TRENCH BETWEEN S -02 TO S -11 TO FRENCH DRAIN AS FOLLOWS: 1.)REMOVE AND DISPOSE OF CONCRETE SLAB 2.) EXTEND TRENCH ON BOTH SIDES 1 FOOT. 3.) EXTEND THE TRENCH APPROXIMETLY 10'OEEP TO PROVIDE A 15' TRENCH. 4.)FILL TRENCH WITH BALLAST ROCK PER MDCPW DETAIL 3-E. REVISIONS EI10�G: �DATE D ATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION P,EL: =e = No.66276 NPHE NarE x E PUBLIC WORKS DEPARTMENT W N K.nd.11 D�:...5 -400 OESIGNE6 6R.. HIGHWAY DIVISION GENERAL NOTES NNeey Fi-d. 331% 67 Ex, BY OL MIAMI -DADE Q Phw:e r309676-2A0 oacxEU cN 0 .. STEPHEN P.n UNT Fec 13 1676-2351 6r ax. aN. IN Is e nC�tneerin Cntlfs of t th-ebm Ne 7184 6WENxISEO B7: EL'A WNEZ. P.E.Ne 66276 1 ^ ".^w^ „I NIgU. FtQ10h S]IIfi SUMMARY OF OUANTITIES PAY ITEM NO. ITEM UNIT TOTAL QUANTITY • ADDITIONAL QUANTITY 104 -10 -20 SYNTHETIC BALE LF 252.49 - 110 -1-1 B CLEARING AND GRUBBING LS 1 - 110-2 CLEAN EXISTING STRUCTURES (EACH) LS 1 - 110 -2-00 CLEAN EXISTING PIPE L.F. LS 1 - 120 -1 REGULAR EXCAVATION CY 5145 - 120-6 EMBANKMENT CY 82 160 -4 TYPE B STABILIZATION (12' THICK) SY 12345.78 - 210 -1 -2 LIME ROCK NEW MATERIAL BASE (81 SY 12169.22 - 327 -70 -1A MILLING EXIST ASPH PAVT.I'AVG DEPTH SY 2,341.21 - 331 -2 -1 TYPE S-1STRUCTURAL COURSE TN 1035.9 - 337 -7 -3 ASPHALT CONCRETE FRICTION COURSE.FC -3 (1'THICK) TN 698.5 - 425-1 -36 -5 CURB INLET P -6 ( <10) EA 8 - 425 -1 -431 A CURB INLET J -3 ( <10) EA 3 - 425 -1 -441 A CURB INLET J-4 (<10) EA 3 - 425 -1 -611 G GUTTER INLET V (ANY DIMENSION) (EA) EA 3 - 425 -2 -71 A MANHOLES J-7 (<10) EA 2 - 425 -2 -72 B MANHOLES J-7 010) EA 1 425 -5 -1 MANHOLES - ADJUST EA 9 - 425 -6 VALVE BOX- ADJUST EA 25 - 430- 171-123 PIPE CULVERT 15' DIA. LF 481 - 430 - 171 -138 PIPE CULVERT 36'DIA. LF 25 - 443- 70 -36 -6 PERFORATED PIPE 36' DIA. (-6.00 EL.) LF 1251 - - INLET TOPS TYPE 6 EA 2 - 520 -1 -10 CONCRETE CURB & GUTTER. TYPE F LF 4371.33 - 520 -2-4 CONCRETE CURB TYPE D LF 1343.00 - 520 -3 VALLEY GUTTER LF 1520.84 - 520-5 -41 TRAFFIC SEPARATOR CONCRETE TYPE 4.4'WIDE LF 291.74 - 522-1 CONCRETE SIDEWALK. 4' THICK SY 3702.22 - 522 -2 CONCRETE SIDEWALK, 6' THICK SY 513.27 - 570 -1-2 PERFORMANCE TURF (SOD) SY 1289.11 - 575 -1 -1 SODDING ( PENSACOLA BAHIA OR MATCH EXIST.) (INC. WATERING) SY 2700 - PAY ITEM NOTES MIAMI -BADE COUNTY PUBLIC WOWS DEPT. HIGHWAY DIVISION SW 62 AVE FF04 SW 70 ST TO SW 64 ST PROJECT NO. 20030189 SHEET A OF 102 -10 TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEX 600 SERIES, THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION (ANSI D6 1- 1978). PUBLIC WORKS MANUAL OF METROPOLITAN DADE COUNTY, AND THE LATEST REVISIONS OF THE AFORE MENTIONED MANUALS. INCLUDES THE COST OF FURNISHING, INSTALLING. MAINTAINING, AND REMOVING ALL ITEMS OF MAINTENANCE OF TRAFFIC NOT PAID FOR UNDER SEPARATE ITEMS INCLUDING BUT NOT LIMITED TO SIGNS, BARRICADES, FLASHING LIGHTS, TEMPORARY PAVEMENT, TEMPORARY PAVEMENT MARKIN TRAFFIC SIGNAL MODIFICATION FOR TRAFFIC CONTROL, ETC. 110 -1-1B INCLUDES REMOVAL OF EXISTING PAVEMENT, CONCRETE SIDEWALK, DRIVEWAYS, CURB AND GUTTER, DRAINAGE STRUCTURES AND PIPES, MISCELLANEOUS CONCRETE, VEGETATION, DEBRIS TO BE DISPOSED OF IN LEGAL AREAS PROVIDED BY THE CONTRACTOR. INCLUDES THE COST OF CLEANING-OUT ALL EXISTING DRAINAGE STRUCTURES WHICH ARE TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION. 120 -1 THESE ARE ESTIMATED QUANTITIES AND MAY BE INCREASED OR DECREASED BY THE ENGINEER. 425-1 to COST OF BAFFLE, MATERIALS, METAL PIPE ENCASEMENT, INLET AND MANHOLE PAVEMENT AND BASE. LABOR & CONSTRUCTION SHALL BE 425 -2 INCLUDED IN COST OF STRUCTURES. 425 -6 -1 WITHIN PAVEMENT AREA, VALVE ADJUSTMENTS TO BE DONE BY MOWASO. THIS ITEM IS CONTINGENT UPON FIELD CONDITIONS AND MAY BE INCREASED, DECREASED, OR ELIMINATED BY THE ENGINEER.) 425-73 FIRE HYDRANT RELOCATION BY MD-WASD. 430 -171 -101 FOR PIPE ALTERNATIVES, SEE SPECIAL PROVISIONS AND BID DOCUMENTS. 443- 70 -36 -6 INCLUDES THE COST OF EXCAVATION TO PLAN ELEVATION, PERFORATED PIPE, PEACOCK BALLAST ROCK, PLASTIC FILTER FABRIC AND BACKFILLING WITH SELECT FILL (SEE DETAIL OF EXFILTRATION DRAIN TO DETERMINE NON- PERFORATED PIPE QUANTITY) AND ALL APPLICABLE ITEMS REQUIRED TO CONSTRUCT EXFILTRATION DRAIN. 520 -1 -10 INCLUDES DROP CURB AT DRIVEWAYS AND 3 FT OF CURB ENDING AS DIRECTED BY THE ENGINEER. 522 -1 INCLUDES THE COST OF PEDESTRIAN RAMPS. 522 -2 ESTIMATED QUANTITY FOR DRIVEWAYS TO BE CONSTRUCTED AT LOCATIONS SHOWN IN THE PLANS AND /OR AS DIRECTED BY THE ENGINEER. 575-1-1 INCLUDES SOD TO BE USED IN THE RESTORATION OF LAWNS AND MAY BE INCREASED OR DECREASED AS DIRECTED BY THE ENGINEER. PENSACOLA OR TO MATCH EXISTING SOD. R E V I S I O N S El'. N. PUBLIC WORKS DEPARTMENT P,E. L.eene No. 66276 NO.E PATE xaME DBTE DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION 7788 N K. &IlD, SS„r� 1� D6scee UNOVN HIGHWAY DIVISION M;amy0967 �B�6 BY E.N Br MIAMI -D - SUMMARY OF QUANTITIES R 17851678.2350 01Ey D [1E— _ _ SrEVxFx P. ¢,W[ CExRA 1 Fy;13�1670 2351 Br ax. gr ax. . -7- n w 1 s engineering E,r G (;COL! OF AJUoruOb.m X0.7181 SUPERVISED BY, EUx MNE2.P,E.N,66276 MwL R01�. 1]178 ~ a a STIR. NO. STATION o N DESCRIPTION � 0: A STORM DRAIN OPTIONAL TYPE FRENCH DRAIN INLET TOPS TYPE V INLETS CURB INLETS MANHOLES MIAMI -DA DE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIASION sw ST TOE FROM SW 70 ST TO sw 64 Si PROJECT NO. 20030189 SHEET OF S! REMARKS Type 6 P -6 J -3 J -4 J -7 15" 36" 36" -- < 10 < 10 < 10 < 10 < 10 > 10 P E -01 29 +48.52 q SW 70 ST. LT EXIST. INLET 1 REPLACE EXIST. INLET TOP MATCH NEW SIDEWALK ELEV. F P E -02 29 +50.13 q Sw 70 ST. RT EXIST. INLET t REPLACE EXIST. INLET TOP MATCH NEW SIDEWALK ELEV. F P S -01 29 +07.00 LT INLET, PIPE 1 25 1 CONNECT TO EXIST. FRENCH DRAIN ON SOUTH SIDE F P S -02 29 +36.19 LT MANHOLE, F.O. 1 280 1 F P S -03 32 +19.00 LT INLET, F.D. 1 106 1 F P S -04 32 +19.00 RT INLET, PIPE 1 46 1 F P S -05 33+28.00 LT MANHOLE, F.D. 1 263 1 F P S -06 35 +95.00 LT INLET, F.D. 1 236 1 F P S -07 38 +34.00 LT INLET, F.D. 1 154 1 F P S -08 38 +34.00 RT INLET, PIPE 1 46 1 F P S -09 39 +91.25 LT INLET, F.D. 1 212 1 F P S -10 42 +07.00 LT MANHOLE 1 1 CONNECT TO EXIST. FRENCH DRAIN ON NORTH SIDE F P S-11 43 +51.53 LT INLET 1 1 CONNECT TO EXIST. F.D. ON NORTH AND SOUTH SIDE F P S -12 43 +51.53 RT INLET, PIPE 1 46 1 F P S -13 29 +24.00 C SW 69 ST. RT INLET, PIPE 1 38 1 F P S -14 30 +37.00 Qk SW 69 ST. RT INLET, PIPE 1 67 i F P S -15 29 +24.00 CL SW 69 ST. LT INLET, PIPE 1 34 1 F P S -16 30 +37.00 CL Sw 69 ST. LT INLET, PIPE 1 47 1 F P S -17 29 +49.00 SW 68 ST. RT INLET, PIPE 1 39 1 F P S -18 30 +38.00 Sw 68 ST. RT INLET, PIPE 1 36 1 F P S -19 29 +49.00 (1 Sw 68 ST. LT INLET, PIPE 1 17 1 F P S -20 30 +38.00 q Sw 68 ST. LT INLET, PIPE 1 65 1 F P F P F P F P F PLAN QUANTITY QUANTITY S U BT O TA L S FINAL 481 25 1251 2 3 8 3 3 2 1 TOTALS FINAL QUANTITY 481 25 1251 2 3 s 3 3 2 1 R E V I S 1 0 N S A6oNo" p,N EK Ne 66176 7)(I(I N KerdW OAe 6Na< +DD Hnmi, flprida 37156 O� Phone (705) 670 -1L50 Fa: (705j 670 -1351 engineering LeNT&, OI AUI60ri]UIiOn N0. 7161 NAVE GATE o <TE PUBUC WORKS DEPARTMENT HIGHWAY DMSION MIAMI —DADS �` S EMEN P. �M T._."."'. °. -."'. i n i� YIA4�R6feDA 57126 SUMARY DF DRAINAGE STRUCTURE S DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION DEgcNED ' EN. m <wN BY �*,EE Ef BY CH BXEO A.u, CHECKED gr $UP lPN BY: ELIA NUNEZ. PE. No. 66276 .. a MIAMI -UAL HIGH ITAT PUBLIC 6MS DEPT. DIVISION � AVE . .. 5 ;� 2q�1$ �• �_�,' 24.86 (26.27 ��► �j.�. 62 ��;� ° Te s FROm sw 5w T S `PROFESSIONAL 8LS4) 69'ST t_lNC Q7. '[C� -, L 344 PROJECT N0. 20030109 SHEET _j_ OF S ING. -& .RESI>FiFACING + '� IA' ,& CENTER 9a t16:26;RT) •4. 'SW 69 ST -15 OF 15?sOLfti�Pt1P.E . +24.86 dl' $7 L "i -Q:-SW 78ST .35 -��- , JILVA G RESURFACING .' .60. (26:26• RT) 1, -I3 EL 9.6i.BLS1( .' ND CONNECT ro i <. - , `L67e BLSW _RQW -L 5T RUCTION +26 02� tl f.86� ING •- • •:5•B ,R _ OF•15 S01 -103QW ILL NG & R'ESURFACING h +41.45 coi<L EL: 10.22 B SM� �r9 , � ° r + 587.84- ` EXIS a 5, 36 SIX IQ PIPI` f n +38.42 3 -EXIST 82) +28.65 -i - .. _ ` -.r ►s r +90.4+1 . EXIST. 15' 4E ' >• CD - - - - -- - _ +36.19 + .60 -- m EXIST. rcac 1 : +06. 29.28 4 EXIST. PERFORATED PIPE •� i I 1 t CONST; 9 +(0.21 t2 @.75 L S- 5.55' LT a I -MIST. GUTTER + F ` +18.29 (k&75' LT) m ' + . q i• ! EL. 11.11 I I CONC.SWK EL. 10.92 `� t - --- - -- (TYPE 'F) -L -� •----- �- - - -- - - law ___l_- t1.07 - - - -- -------- - - - - -- EX _!6• H it SURVEY C0NS7 CURB V GUTTER f7 'F'1 EXIST. • sAN. sEW i E I 1 CfRaST. 67 .OF t5' PIPE ! IT _ M to EXIST ,2 SAM SEWER +t9 48 (20.75' RT)- { +32.91 COhiST CtRB .iTYPE. '[t') . w SM.62nd AVE.. '1 y x • s +16.93 n L. 11.15 �' CONST. CURB CONST. EL. 1@.89 k +86.47 CR -3 ^s �• +26.48 ' +37.94 t20:7T RT) ? in 0 (TYPE •D•) _ VALLEY GUTTER +78.64 EL. 1@.45 ms: A a ----- EXISL2•GAS LIAE - -- -- ---- ----- ---- - - - - -- -- - - - - - -± - -- �-- - - - -- - - CR -3 -- r - - - - - -- 0,+14.93 CR-3 _ -� - - -- -- - - -- --- -- - - - --s* - -- u - -;- - -_ ( R/y UaE - sz r yy 'y. *1( <E �_. .. r A r:.. ... >. T +5613 Z +82.4@ 9p♦i `y'� ?: Ism r .76 (` 1 i y.. - 35 1.26" T; 41.38'.LT EXIST. �, }sL ♦S • `r +•4 6� xA':'� �i /� � vim. �._,;ii ...r i;� �'Li.t W tJ `•- �_ _ g�A. 3 *.,! � ' � rr, .78 s 1�: i Ens ?;x.80 "Q SiwI;7fa -' , j,,� SST r° 60.521117. i♦ -� r�"� � 40' L [ N D E SU D I f -'r LiOTE ,t,+ 'W -' w -- �* t u�l$ 55 � � y 9� +.. M,, 5 •, »�. I'85'.LT)- :"' 1j , `• or N zz 12 ZZ + �i EXIS. . PROFILE ADE PROPO ED Pa I2 S-0l 5 -02 EXIST. T8T 4 -4'P .BE EX Sr. 2'G4S ___ L _ NE__ -_ -_ - -_ - -- - -- -__ - -- ___ -- ----- _ XIST. B'SE ER LINE COI CO TRACTOR TO TRUCTION VERIFY R TO CONTR C'OR P �OR T O O----- EXIST. 8'W.M. ------- - - -- - - _____ ____- _____ ______ _____ - - -_ _ __ -__ ___ ----- ______ ---- --- - - -- CONSTRUCTION - -- B 1 - - -- ---- B EGIN RECD STRUCTION --- --- --- - -- - EXIST, t.w.M. �O - - -- - �_ _ - --- TQ, 26+ 2.81 E ) IST, B'SEWE LINE - -- - - _ -_ r M L. 11.27 _ - -- - ---- -- - --- - - --- --- - - - - -- - - - - -- - - - - -- --------------- - - - - -- - - -E a.i�- F.L. .90 4 z EX T. 36 PERF 7RA TED PIP F, , 2,50 L. .50 EXIST. TO BE ' WIDE SS ONVERTEO ENCH 0 J FRENCh DRAIN = U F F.L. 2.0 F L. .50 f EL. 0.00 0 0 0 SCALE_I' S2AVE i0.00000 0 EXIS 15, SAN. S WER - -- - -- --------------------------- ---- -- - -- - -- ____ ______ ��,0 I I ____E� - - -- - - -- -- - - - --- - -- -- £IST.12'SAN - - ---- -- SEWER _ Y tt[LR - -) 6.Q0__ -- -- -- -- - - - - -- - - - - -- - - - - -- - - - - -- - - - - -- - - - - -- - ----- EL. - .ee I I -BOTTOM _EL_t __ - - --- - - - - -- - - - - -- - - - - - -- R E V I S 10 N S 0� PE4ceneNa66276 77A6NRmdellDnr.smh+69 Mtea,Flu d. n56 PNya176967l2730 F- 13M 1616'2331 �[ onrc E °0TE PtSLIC WIC$ DEPARTMENT HIGHWAY OIV($(t1N MIAMI-OADE ✓,.� srtna r. nas QMIFP 7'.�. ".l MIN.FLBI�. ]L18 PLAN ANO PROFILE DATE BY DESCRIPTION DA BY DESCRIPTION DATE BY DESCRIPTION ascEO wee Bt °L ��EO BY �' 51p[MI�BY: F11. NU42. P.F. Ne fR]fi G,1 If1CG� -tr1 CO FtC OF FUtwlO N. 7184 MIAMI -DADE COUNTY PUBLIC WORKS DEPT. a •"' + ! ,j+, '� *: HIGHWAY DIVISION r - :- SW 62 AVE FROM sv 7e sr TO sv w sr MATC INE STA. 29 +1 COMMUNITY �T'� m -fi.- a ' PROJECT N0. 20030189 SPIFFY 7 OF 9_S N/Mt t171E 2rj• LT) E yY d r ' r :25.92.(17.13' RT) 7, W 68 ST. ;NEWSPAPERS _ a EL..9.76 8- SW: 68 ST. 1 II VACANT :LIIT CftST; 39' L.F. OF 25' SOLIQ .PIPE +38.9 LT) 1 �!_ +41:65' 117.1 RT! B SW 68 68 ST. 4p Ir- _EL qv +87.54- 145.7 EL;. cL55 EL . 5-19 7 '' Ft _.- *65,20 (27:77' An 8' -17 ' TI c r + ) 4A £C_19.69 ELaw- 68 ST-c (N CR-D "-' +s Y .9' S1iK r �79.5t EL -�: 1 :T95.00.t28:75.•__ ;� �� T. r L /AE 19.00 020.75 1�f7 'S q� �]�ii.•y�L. -1 ai C ��L - -8 3 R �. v 3 T.� � 0 ..- ... - - -.._ _- ....._�.. -_ -. rrc._- ......._._--- .- . - -. -- +66.02 Jm 4 +37.8 4.04 + ` ^� CONST• 263 L.. O36FA 4 m CONST.46 L.F. 48.14 + ________ ___ __ -- T 9C . SWK a *.- ' ~ +± 0j SW + 0:83 Ir+ � T '- -- • x - -- � - 'F •) 32 C-Ur 34 CON5T. 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(-) 31 - --- - - -- + R E V I S 1 0 N S EI1 °" PE l,ee+se Nw 66776 7300x4. 1110-m..5.,t,.66 M, -FI-d. 71156 �� PA°ne q89 676-218 FA.:g1i1610.2351 uetE pnfE xtME LMtE PUBLIC WORKS DEPARTMENT HIGHWAY DIVISION MIAMI -DADE s¢nE" r.6m ttxfEu C(TY ,.W°,1 sv7e PLAN AND PROFILE DATE BY DESCRIPTION DATE BY DESCRIPTION GATE BY DESCRIPTION ¢surE0 F-x. p•vn Br ae B7 occaE6 Br aK tlE(%E0 Br ^x S,IEEMISEO Br: ELI•M/4E.".E., 66276 Gn ,neertn c- ,..,.°.17ud_* °b° 7 7161 . _. - . _ L .. _. _ ..-... .. - - _. t - - * -+• .'� `.:: ...cv -_. . r- .+r��•+� w.�- -. ;mot - . _ _ i _ i - T 4'. -.-. MIAMI -DApE HIGHWAY DI WORKS DEPT. VISION FROM 70 S TO SW 61 SW T ST ,1 t\. ti •.'z' • ': PROJECT N0, 20030189 SHEET _.L_ 0: S _ t ice' > �, 2i- J .a . AW ®R" xt26.07 T... L.F. r x ? •T LXIt:ST:212 L.F. +06:87 .LTf F.0 i ; .a"; +91.3 t2{b' -s 1. ,� ` , 0 0.75' LT} �' X36` 1 - LTT . - ` ' f " `` �•. T "'VT •':� i. W �- x=a.L� .� 'i.l,„ .u.,;%.- . �'s�b>,.o �y '�! - - _ _. R/Y tJ t9 ------------ - - - - -- -- m rnt, , , +92.33 +14.19 i 1 4. 6 +� CQGST CIfRB_�--- rQN�?.4� �!i9E_r t�tt�. -- - -- 1 -- - - - - -- - -- -- EXIST• J6 O.LMH - -- �� +$1.60 C STd1C 27.46 �___ = _ ___ __ _CONST_CtA28_& GUTTER------------- ---- -- e _ - -----'---------------- - -- . - -- - -- - - -- iZYPE i� �- CTSa{pAFF�E $EPARA -- - =-� EXJST, 6'W.M ---- 4T�� ., -- - -- - -- CD1�'1 39 TRAFFIC SEPARA�TpRL _ EXJST.6'WM - - - - -+ - - - - - -- - - -- - ---------------- - - - - -- - -- - ----- --- --- - -- 4� + - - - - - -- TRJS fCaITNE N - -- R 2, +08.44 " 7 - N N to a �w , -37;5 I EXJST, J2'SAN. SEWER, CiiNST. 49 L.F. I +05.31 m W e M e z + yk h V CONST. 9'.,CONC. SMJIC I OF 15' p En i k Q SURVEY f "D'} . CDNST" CURB & a i 03.21 , s a ;n �Nr: CONST. VALLEY GUTTER + , 'F'1 Z J J +19.2 +66.77. +9818 -08 SMID PIPE+60.00 +74.77 CDNST. 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II' DJ.W.m. - - - - -- ---- -- J - - - - -- - - - -- -- - - - -- - -- - - - -- __- - - - - -- - - - - -- - - - - -- F EL. 0. 0 - -- - -- -- - L. 0.50 L. 50 - - - -- - - - - -- ------ - - -- -- - - - - -- -- - - - -- -- ----------------------- a - - - - -- - - - - - -- - - - - -- - - - - - -- - - - EXIST. 2'SAN. SEW - - -- R - -- --- ---- -- - - -- O - - - - -- -- -- -- - - - --- - O 0 - - --_ - - - - -- - ---- -- - -- -- SLALE:I' 20'(HORJ O O 000RO O O oap I' 2' (VERJ EL. -0. 0 BO TOM EL. ( -) 6.0 -BOTTOM EL. ( -) 6.0 BOTT M EL. (-) 6.00 BOTTOM EL- ( -) .00 ,� , BOTTO EL. (-) 6.00 1 42100 R E V I S [O N S Elew,.: PLUcEn N .66276 7780 x-'.Fl D,w.56 x,e.!,Flwarzn56 PN MS) 670-2IA Fa.:I7F51670'2961 ""` mrE ""E EwrE PUBLIC YOFOCS DEPARTMENT NtGHYaT olvtstQN MIAMI-DADE�''f s:inc« r.wrx ¢xtiEx CMMTY -� wwa it rlvte PLAN AND PROFILE DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION �SY E.x. '.,M er of er OE, er ax. CrEIXEO 8+ °•K SIgEArISEO B*! ELI. MM2.PE. xe fl2M en Ineertn [ert,F:caee or WthaueUO. Ne. 7I& .' . "_'� ,,. i - . _- "' ,• ....� -' _ 'r] `-�, • ° U�1 •' t' Wt � t MIAMI-MOE COUNTY G2 AVE VOPofS DEPT. -° --�- a� HIGHWAY DIVISION 40 FROM SW 70 ST TO SW W ST >r` � � `.. �,� � s' 4� �� PROJECT NO. 20036189 SHEET 1 OF 1. '� ` -► 1 4 n j ; ; `! . sca a 144 �. .... .t . �. �+ _i3ELS�URFA��.�rq•`I�h'G _ _- - 1013 SW 64th ST. _ 'rr i,� t ,. '�` v • ` w .. cT r0 EXI t !+y )4i r4 �'(.I R- A }'+�;�7 ;.R. _ - _. v .. C + �., 9 ,i, ;';'7 + •-7 tea'', .. •Rini (' "ilt4 r r �' • * s ' c;� � 1 � f r 4 1 tF { � rs• _ T. 7 (5G) t t EL: &566 fs_ r K+• , I n ;� •".>" h„ � Y7 - � � E'.AILIiotE3 { 1 © O j*r- - 9' CON& CONST. EXIST. 36' F.D. TO REMAIN + �.,s - - - - ! - - - - -- - - - - - -- -------------- - - - - -- - - -- - -- 1 �+ + 7 _ +50.62 {20.75' LT) + + 69 - - -- - - -- +50.08 ------ _ -_ - - -- - --_ - - - --- EX75T_I6'D_LW.M -- -EXIST 2'LAS LINE -EL�-siz76 - -- -- - -+� f f^ ,y' -L� n ,. �: ,.,.• - .+ 6; - --EXIST. 6'W.M - - - - Q - - -- --------- - ----- -CONSi.0 - as ------ -- - ----- -EXIST. 6'W-M -------- SURVEY GUTTER (TY E 'F7 qrJ 1 ,, CONST. ! W ? CONST. CURB & CONST.46 L.F. N C E• GUTTER (TYPE 'F7 m .�„-w OF 15' SOLIO PIPE m t C T. OR J.J TYPE 'D'i 1 _ t`- 3 9 ,z ) SW 62ND AVE. 't�; ` ,.. c3`•,1 - - . ° EXIST. z' c�G = GUTTER (TYPE 'F') 1 17 + -12 CONST.9'CONC.SWK w +09.73 - L. 9.74 } 6.08 2! t � i 1' ,- }—' � . "� r) '; , 1 CONST. V ALLE Y GUTTER 5 .7 Q• t i T -i fi: 6. Z/. t <• j y S � '' _,�s r?ar: • o' - .1 t1 i STA. 3 '00:08 SW 64,. ST � _ ! i '�i;•tff ] p �. .1 1 :. ~ 1 F u '°'C � Tl} 1p- r ' 4th .a r tI �wc n _ II . .E4 tit +46-41 E22.02 LTA ,, r v �i'' #!f PRIVATE E I ra �• ` - `R AT 1� "' t ctnE END MiLLtt �� STA.3I t80:�Bii $1Fss RESIDENCE t c- r [E R JAC , t f, _j <� y� �ctci.ti ,I R , i� SAhI �; a., XISTINGw d,:'y >•` ¢. ��. 4 r• - - ems' �T �{ - -t S' *�'T ' "C . •);^ ,j. ^. L T J I "+;•' ��'� _ x 4k r t TGS� ''."�"" ' 4 •'. _ ='�Fi%i.�• 'Ly'�•!� }�` 'L ��i i�` _ 1 �i —�� ENE REC NSTRUCTION STA. 45 +86.67 12 EL. 10.17 12 o pj N ROPOSED GL. EX[S .PROFILE ADE 0 s s' 4 s f' — — — === -- — — - _ GUTTER TRANSITION GUTTER TRANSITION q 6yt _ 2'G4S L/N EXIST. 2' D.I. N.M. ACK OF INLET ENTER OF BOX LOCATION REFERENCE S Cl? -7 7, _ 11 8 07 ,,f-EXIST I� ACK OF GUTTER ------------------ ----------------------- m - m LA ry IP OF GUTTE EXIST. 2' .M. EXIST. B' E LINE N d - ------ -- - - - EXIST. 16' -- - --- .I. W.M. ----------------------------------------- - - -'-- '----- --- - - - -- ------ - --- ---- -- - - :" 4 / '0'P AYEMENT ______ ------------------- _____ liJ -- E IS T. 36A PER ORATED PI - -- - - -- ---- ------ _= °'--{-__ EXI -_ T. 36'PERF - - - - -- RATED PIPE ------ - - ---- - -- --- -- -- -- ------ - VALLEY GUTTER TRANSITION DETAIL ------ - - - - -- -- -- EL. 2.06 ----- EX /ST. - - - SAN. SEW -- --' _ _ _ -------------------- EL. 1.411 TEL fCOMML !CATIONS 0 L. -C.80 0 i I SCALE: I' 20' (HOR.I 41 00 1 EL. -2 80 44A 00 lYl 47 00 ' 48 4.0 LA 1. 2' (VER.) REVISIONS El... ww. PECrcvm N. 66276 �kK -61iD, S... 4N O� M 671 2750 F ::O�Y 67!-2351 NYF MfE Nbf are PUBLIC WM OEPARTMENT HIGHWAY OIVISION MIAMI -DADE re w 1 s wrtFiw% 7a7e PLAN AND PROFILE DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION w.w �IEIEld 4K C�[7so ui.Ti FLU wY42.•.E..a66276 e r+ljlr+ee�tr+ C• k.f_s of �Uq u. N.. 7184 1 STA, 28 +73.72 � SW 69th ST, SAW CUT AND CONNECT TO EXISTING PAVEMENT, C &G, AND SIDEWALKS 1 1 EXIST. R/V LINE J CONST. 6' CONC. SWK CONST.CURB at GUTTER �J CONST.CURB & GUTTER (TYPE 'F') (TYPE 'F') CONST. 6' CONC. SWK tJ +99.85 ST A. 2q +1m•03 MATCH LANE SW 69 ST. n*lLfi -yIllI:c END RECONSTRUCTION STA. 28 +76.69 EL SW 68th ST. SAW CUT AND CONNECT TO EXISTING i PAVEMENT. C &G. AND SIDEWALKS , ' 17' 17' cn {I� E I I 0 I O EXIST, RIM LIAE� i I OD EXIST. R/M LINE I 1 CONST.CURB & GUTTER (TYPE 'F') CONST. 6' CONC. SWK — I— N 25' 25' LINE STA. 29 +1 SW 68 ST. (WEST SIDE) CONST. ' URB & GUTTER (TYPE ') MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FROM SW 70 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 19 OF 0 20 40 SCALE IN FEET s MATCH LINE STA. 3O +70.00 •, EXIST. R/V LJNE \v'1 ,I N�1 1 1 1 1 STA, 28 +73.72 � SW 69th ST, SAW CUT AND CONNECT TO EXISTING PAVEMENT, C &G, AND SIDEWALKS 1 1 EXIST. R/V LINE J CONST. 6' CONC. SWK CONST.CURB at GUTTER �J CONST.CURB & GUTTER (TYPE 'F') (TYPE 'F') CONST. 6' CONC. SWK tJ +99.85 ST A. 2q +1m•03 MATCH LANE SW 69 ST. n*lLfi -yIllI:c END RECONSTRUCTION STA. 28 +76.69 EL SW 68th ST. SAW CUT AND CONNECT TO EXISTING i PAVEMENT. C &G. AND SIDEWALKS , ' 17' 17' cn {I� E I I 0 I O EXIST, RIM LIAE� i I OD EXIST. R/M LINE I 1 CONST.CURB & GUTTER (TYPE 'F') CONST. 6' CONC. SWK — I— N 25' 25' LINE STA. 29 +1 SW 68 ST. (WEST SIDE) CONST. ' URB & GUTTER (TYPE ') MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FROM SW 70 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 19 OF 0 20 40 SCALE IN FEET s MATCH LINE STA. 3O +70.00 8 CONST. 6' CONC. SWK —! !CONST. 6' CONC. SWK ° MATCH LINE STA.3O +90.43 CONST.CURB & GUTTER ° '1 ;ONST. CURB & GUTTER CONST. CURB & GUTTER;; 'F') I r--CONST.CURB CURB & GUTTER (TYPE 'F') N i Y (TYPE 'F') I w ;;(TYPE 'F') (TYPE CONST. 6' CONC. SWK CONST. 6' CONC. SWK a 1i L N -� �- V '25 z5 I EXIST. R/V LINE SDD ' 12' END RECONSTRUCTION ® OD STA. 30 +90.99 Q, SW 69th ST. SAW CUT AND CONNECT TO EXISTING ;I e. 3 PAVEMENT, C &G. AND SIDEWALKS `I • j ` "" _-` --' /'�I' �EXIST. ;i / 1 EXIST. R/V LJAE { r R/V LI/E I i I I EXIST.R /V Ll f I END RECONSTRUCTION I 5 1 STA. 31 +43.92 BLSW 68th ST. 1 SAW CUT AND CONNECT TO EXISTING ! ! PAVEMENT, C &G. AND SIDEWALKS SW 69 ST. SW 68 ST. (EAST SIDE) (EAST SIDE) REV [ S I 0 N S EdFe;leo. NNduoe ,n . .3G: .3 U1576 ,6 e 100 730 P .L Nx DES[ NEC BATE Berg MIAMI-DB PBIC WOR KS DEPARTMENT SIDE STREET DATE BY B DESCRIPTION FJ1. BY ac. 0� _ ;eLe;e y Phone; 13051670' 2350 Fm;f7051fi704351 ENEQEB BY aN. «ED Br e'er !L(itlH!Y� 6�' P. �^'� E6R Mnaiiwm'vue ROADWAY PLAN SUPERVISED BY: ELIA M LP.E.NO66276 eng;nee q Ce.44cete of WUro.ueU.n NR. 7181 '� -" MIAMI-DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FF04 SW 78 ST TO SW 64 ST PROJECT NO. 20030189 SHEET, 11 OF,�j_ POL LT SW 62ND AVE STA. 33+06.77 = ST , 29 +89, 3 EL S 68th ST, 45' .C. ro m m n a. -' cl J Q W + n w te- a 'Seel + 2 000% I � +t m n w a: +O T, ^ a J w I N 25' V.C. SW 68 h ST. (WEST) 2400 30 00 PGL RT SW 62ND AVE STA. 33+06.73 = STA, 30 04,50 EL SW 68 ST, m ar n I 45 V.C. N .r 0. J W m 2.606 ' J LC J +� — w is Q, o- co ° n + CD + J �+ Go Co 6'7 f'1 B + Q' J I W W 68th ST. (EAST) SCALE: 1 ' =20' ( OR,) 1'= 2' (VER.) 30400 31 00 R E V I S 10 N S EU, x.,,: PE b—, Na 66276 N— .1'imld, 33156 OR 7300KX,.d,I1D,• Sm 400 Ph- 00576702350 Fm:13051 670-2351 .0. parE xRNE DATE PlJBLIC WORKS DEPARTMENT HICMWAY DIVISION MIAME -DADE Sr, 1. P.( sl CENIER ` jrr M.LFL01Wn28 SIDE STREET PROFILE DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION Es1cEB BRAUN By oa—y u er A.N. Br AM SUPERVIS'-D BT, FLIR NWE2.PE N >66Z76 eng�neertng C.,,,f ,m d Artxm,m NA. 7194 MIAMI-BADE COUNTY PUBLIC WMS DEPT, HIGHWAY DIVISION SW 62 AVE FROM SW 76 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 12 OF LT SW 62ND A E /—PGL STA. 29+71.85 = ST . 29 +88.4 ELSIA 69th ET. 32' V.0 N N m cr J CL W n ts ap .+ L0 / + ( -) 0.415% fn n „ Eo TJ' M J 0_ W I SW 69 h ST. (WEST) 29+00 1 30400 /--PGL RT SW 6ZND AV STA.2 +79.45 STA. 3 +04.50 SW 6 th ST. 40' V. ca n CID v J n cc; n w m J a w + — a J — — 5 0 _ w + 2, 0% anD m m IL'1 N J + 0 J Q bd Lo + 33' V.C. W 69th ST. ( AST) 13CALE ' =20' ( OR.) 1'= 2' (VER.) 30400 1 1 1 1 1 1 31 00 REVISIONS Et:eDm , P.E L:ce„ N.66276 neDxN.mHd,,.,ym4yy M:, m:. F1,ne 33156 uox Phone 17851678 -2358 Fe.:138516702351 N,NE DATE NAME D,rE NT PIJBLIL Y[IPoCS DIVISION MIAMI- OADE HIGHYAYOIVlS10N 6TEPxEN n. pNrc ttxlEn ^ ,jj� NiNLLii+ v1t0 SIDE STREET PROFILE DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION DES EO Br EN. DBAVx Br m C.ECNED Br 4K E,EIXED Br A-L 6UPEwwn BY: ELI- NWEZ. P.E. No 66276 englneering Cntj: w or k1h—b- No. 7184 MIAMI-DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION Ql SW 9th T. SW 69th S (WE T) ±— CONS T. SW 2nd AVE. SW AVE FROM SW 0 ST TO SW 60 ST STA. 9 +24 01 I PROJECT NO. 20030189 SHEET 13 OF $ TO S 02 ONST, 30 L.F. __ - - -- _ - - - - -- - - - -- - - - - -- - - - - -- - F_15' S LID PIP - - - - -- -- - - - - - -- j S -15 I S -13 S -1 3D I rJ, 8'WM STA. 29 +24.0 j j EDGE' OF PAVEMENT L. 9.64 j S -15 C NST. 3 L.F. F.L. L. (N) 4.60 I 5 -02 STA, 29 24.00 0 15' SO ID PIP F.L. L. (E) 4 0 i W 62 d AVE. CONST. INLET TYPE P -6 RnT 29+36129 F.L. EL. (S) 4.70 I BOTTOM EL. 2.7 I TO S-03 i 5-14 C NST, 280 L.F. j 5 -16 0 36 -F.D - - - - -- - - - -- - - - - -- - - - -- - - - - -- - - -- - -2"GAE 11 SW 9th ST. SW 69th ST. (EAST) STA 30+37.00 X16' WM I 1 FROM S -13 S -14 i STA. 0 +37.0 S C 02 j CONST. INLET TYPE P-6 ST . 29+36.29, 25.E5' LT i EDGE OF PAVEMENT El. 10.35 7Y E J -7 51 F.L. L, (W) 0 TO EL. 10.73 I r�12 SS - - - -- -------- _ - - BOTTOM ._ .10____ F.L. EL. (S) .50 i '� -,_ - - -- - - - - -- - - - - -- - - - -- - - - --- _EL. ___ FROM S -01 F.I. , EL, (W) 3,90 F. . EL. (E) •00 j rib' M 8' SS BOTTOM E . 0.00 j I j S 16 CON 3T. 47 L.F. STA. MUST. I 30 +37.0 lNLEl TYDE P-6 OF 5' SOLID PIPE EDC E OF PAVEMENT EL. 10.2 5 OF 15' SOLID PIE F.L EL. (S) 11.40 TO -02 I I BO TOM EL 2.40 R/W LINE I /W LIN TO -02 I I 6' OF SOLID PIPEI I - - - - -- ------ - - - - -- 1 ! •2' GAS 3W 62nd AV_ STA. 29 07.00 16' W I 9 +07 09 CON01 ST.INLET T PE J -3 ONJ BOX (5') CONNEC TO EXIST. F.D. ON SOUAH SIDE EDGE OF PAVEM NT EL. 10.93 F.L. EL. N) 2.50 F.L. EL. ) • j BOTTOM EL. 0.00 1 T, 12 I SS XISTIN 36' F.D I SCALE: 1' =5' HO IZ. I I 1' =5' VE T. REVISIONS EII�x -e: P,E. U." Hw 66776 7300M —FiI .n5s.�00 M1am:,Flo.lde 33156 OUR fy13 051 6 70-7 351 NAME DATE NAnE ooTE PUBLIC VOf�CS DIVISION NT MIAM[-DaDE HIGHWAY DIVISION Srtn�x P. Mx. DEx Ex Ill.151 wxa cwme 7>I20 FDRAINAGE STRUCTURES DATE BY DESCRIPTION DATE Br DESCRIPTION DATE BV DESCRIPTION oESCx6o BY EH Bxnvx BY RL MECxED BY All CH aED BY AN. SaPERVI5E0 BY: englneer5ng Cerl:Tleate of (UTAOuAOO N. A., j MIAMI -DADS COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 8th T. W 68th ST W E S �-- ! CONS'". SW 2nd AVE. FROM Sv 70 ST TO SW w ST PROJECT NO. 20030181 SHEET 1! OF 'S TA.2 29+49X0 ! TO S -05 i ONST. 17 L.F. j F 15_S - - LID PIP - - - - -- I S -19 I I 5 -17 8' WM 8' SS S -1 1 STA. 9 +49.0 j L CONS EDGE F.L. EL. .INLET OF PAVEMENT (N) 3.70 TYPE P El. -6 1 9.55 j j - cs STA. -19 29+4r!.00 C ST. 38 L.F. ULNSI El GE OF F AVEMENT - EL. 9. 0 I ViLl SW 62nd AV:. F... F... EL. (S) EL. (E) 3.60 5.60 ! ! 2 +90 09 9-06 I I I f CO OF ST. 263 36' F.D. L.F. - - - - -- 5 -18 L-A SW 68th ST. (EAST) i .2- GA FROM i "16' W 6' WM ; STA 30+38.00 FROM Q-22,) SW 68th ST. S -1 I S -20 STA. 30 +38.00 STA. 30+38.00 E]005 CON T.INLE TYPE -6 CON T.1NLE TYPE -6 C T T NST. +9 PE J -7 P. EL. 10 HOLE . (5') 00 j r�12 j i SS F.L. F.L. _ - ---- L. (S) 3.80 L. (W) 3.80 OM EL. .80 F.L. BOTTOM --- - -- L. (N) 3.90 EL. .90 F. . EL. (E) 3.00 1 F. BC EL. (W) TTOM El.. 5.50 0.50 1 1 I 8' WM 8' SS I 1 I C NST. 36 L.F. I 0 15' SOLID PIPE ! j i I I TO C -05 0 NST. 65 15' SOLID L.F. PIPE I 1 I /W LINE L TO -05 j - 4 C NST. 106 L.F. I -- 5 -03 I -- 0 36' F. . I - - - - -- - - - - -- - - - -- - - - - -- - - - - -- - - - -_ -_ W 62nd AV .2° GA 2 19. 9 ".%16' WM j L 5 -04 5 -03 ! ! CONST. OF 15' 46 L.F. EOLID PIPE STA. CONS 2 +19.00 .INLET GUTTER TYPE V TA. 32+19.00 ONST.INLET N J BO TYPE (5') J -4 ! t X12 I I SS F.L. E BOTTC (W) 3.60 M EL. 1.60 EDGE OF PAVEME qT EL. 9.78 1 SCALE: 1' =5' HO IZ. FROM 5 -02 F L. EL. ( N) 2.50 1' =5' VE T. F.L. EL. (E) 2.70 BOTTOM L. 0.50 101 1 vi 60, 70 R E V I S I O N S Eli. t' P.E 4ccn. Na 66276 770BNK..d.11D..S.It..00 C1B516)B-2TiB IL Mma.Fi- da33156 Fm:l$)1670'2351 englneerLng Cmhhcete of l�No.ueUOn No. 71Bx NAME pelf xnlff peTE PUBLIC WOKS DEPARTMENT HIGHWAY DIVISION -DADE BiEMRM I.CAxr [ExIER 11 MOLL[LBBBMI MNIB DRAINAGE STRUCTURES DATE BY DESCRIPTION DATE BY DESCRIPTION GATE BY DESCRIPTION OESIaEO BY E!L BBOVx BY B.MIAMI EMEErEB BY all EHECKEB BY 0.K SIFEBVIEEO Bn MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION -�-- I i I CONS'". SW 2nd AVE. sw ST 62 AVE FPO sv �e sr TO sv w sr PROJECT NO. 20030109 SHEET IS OF $ I I I I R/W LINE I I I I /W LINE -- - - - - -- 1 1 - - - -- TO _t} S-09 C / 0 NST. 154 36' F. L.F. . j -- - - - -- - - - - - -- GA 6' WM i I S Ci -07 A.38 +3 N T INLET ' � 16' .00 TYPE M -4 I I i - CON OF 15 46 L.F. SOLID IPE STA. CONS EDGE 8 +34.0 .INLET OF PAV GUTTER MENT E TYPE V .9.52 S -08 Of E F. F. J BOX GE OF RAVEMEN . EL. (S . EL. (E) (5') & N) 2.50 4.70 r EL. 9. 2 j � F.L. EL. BOTTOM (W) 4.80 EL. 2.80 5-07 W 62 8 +34 d AV 09 FROM S -06 BOTTOM EL. 0.50 i I I I I I j I 1 I I I I I I I /W LINE 1,11 --------------- -- - - -- ONST.2 F 36'F F.D. 6 L.F. I i - - - -- - - - - - -- I -- F,,-4,— I .2" GA ')16' WI 6' WM fr S C 0 A.35 +9 NST.IN J BOX 00 ET TYPE (51 J -3 I I S -06 FROM E F. BC 5 -05 E' OF PAVEMEN . EL. IS TTOM E & N) 2.50 .0.50 r EL. 10 29 j ('11 I I I ' SS 35+95,09 1 I I I I I j SCALE: V =5' HOF IZ. I I 1' =5' VEF T. R E V I S 10 N S El. Nu °: P.E. L:eense Na 66776 73MNK ii D, Poami,Fl°nde 33156 PhenG CI05167�-2350 •. 4 35I englneer�ng Cnuf�cex Fm:13151670 °E tu0ro.uea°n x°.7101 N°ME MfE NAME OerE RMIC VMS IEPARTFENT HIGHWAY DIVISION MIAMI-DADE B1EMEx v. RPKK ttN1EB m s a Wbq tlU� 1LiB pRAINAGE STRUCTURES DATE BY DESCRIPTION DATE I BY DESCRIPTION I DATE I BY I DESCRIPTION oESKaEn Ex wnvK Br ac e. CNEIXEO Br Nx Ewmu Br Ax SNVEBVIBED Br: MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION -�-- I I CONS". SW 2nd AVE. SW ST AVE FROM sv �e sr TO sv r>r sr PROJECT NO. 20030189 SHEET 16 OF S I 1 1 I 1 I I I R/W LINE j I I /W LINE 1 —EXIST. 36' J.D. I 6' WM - i � 1 i 1 � ._. S 10 + "�16' W j I L) 10' SS _ FROM CO C014NECT TOP -09 F. L. ST. MANHOLE T3 EL. 10.3 EL. (S) T EXIST 2.50 PE J -7 F.D. ON (5') NORTH �IDE j SW 62 42+07109 d AV:-. F. L. BO EL. (N) TOM EL. .40 0.50 j j j I I I i I I R/W LINE I I I /W LINE ' j TO -10 ONST. 212 F 36' F.D. L.F. j I j I 16' 6' WM dM I I 2" GA 5-09 TA. 39+ 1.00 I 1 )I0, SS 'ONST.LILET N J BO DGE OF L. EL. G TV' (5') PAVEME & N) _ NT EL. 9.99 .50 I j j 5-09 W 62nd 39+91.09 AVE. . I I I I I I SCALE: 1' =5' HO IZ. I 1 1' =5' VE T. R E V I S I O N S EI10 H""" P,C, Licene Nw 66276 ; - 73MNKend°ItD��•R,Sm IM WIaml,Fl —da 33156 OH Phone q05 670 22e F- 130 51 6 70-2 3 51 englneertng [e.nGc°te of luUmameom N°. 710/ NaP1E OatE NAME DATE PUBLIC WORKS DEPARTFENT HIGHWAY DIVISION MIAMI-DADE smpP P.Q CENTER '.`, 111w151 MwEFEwmt J17B DRAINAGE STRUCTURES DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION DESmracD EN. —' Dgavx D.G gr C�CNEO BY AN. BY [ ECKED Br a.1t SUPEPYI,D aYi MIAMI-DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION i CONS T. SW 2nd AVE. VE SW A vap+ s+ �e ST TO sv s4 sr PROJECT NO. 20030189 SHEET 17 OF ( ( ( ( ( ( i j . i . R LINE I R /W L I N E ' o, E ISTING 36' F.D. I - - -- - -- — � — - - - — — - - - -- -- - - - - -- - - - - -- - -- — GA 6' WM � I 1 n� d 'n WM � I i k�10 SS S -1 STA. 3 +51.00 1 EDGE F.L. BOTTOM OF PAV L. (W) -0 EL. -2.80 WENT 80 L. 8.97 S -ll ;W 62r 5 -11 TA. 43-51.00 ! ONST. 4 F 15' S L. F. LID PIP E FROM S -10 EDGE F.L. N J Bo OF EL. ( (5') PAVEMEsIT ) 2.00 EL. ! .97 i 43+51.39 F.L. BOTTOM EL. (E) EL. -0.90 -2.9 j j I I I I SCALE: 1' =5' HO IZ. i i 1' =5' VE T. R E VISIONS engineer,ng E, " P.C. Lich No. 66276 7366xK.e.uo-,...sem +66 _ M.em,F,mld.33156 O�. Phone 1305)676' 2358yKEN Fm: 13051670-281 Ce.Uflcew of A thM1 on No. 7181 NPME BofE NAME DATE PUBLIC WORKS DEPARTKNT HIGHWAY DIVISION MIAMI —D�10E SIEYNENI4ARN CENIEB MInM, tt01RX ]]ti6 DRAINAGE STRUCTURES DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION oESCEB EH BReVN BY O.L BY AM E B_0 6BPERVI6E0 Bx� 1[ CON T. SW 62 AVE. CUT FILL lk CON T. SW 62 AVE. MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION FROH SW 70 TO SW N ST PROJECT NO. 20030189 SHEET 18 OF SB A V A Y CUT FILL A Y A Y , I , I II R/W LINE I RAA LINEN R/W LINE I R/ LINEN i I , q •2' GAS 53 2 Lo If3 ' 51 2 15. i Wm 2' GAS ' 12" SS 28+50,00 90 5 12' SS 7 +50 00 106 6 , 29; 291 R/W LINE I , R/ LINE ---�I 1 I R/W LINE I R M LINE--\ I i In 44 4 '. -- -- - -- - - - -- -- 63 4 ' •2' GAS I 7+00.00 , i BEGIN BEGIN REC EAR NSTR HWOR CTION i ' 28+0000 88 6 I STA. 6 +72. 1 SCALE: 1'-20' (HO 1' =10' (V .) R.) 0 0 SCALE: 1'=2 1'= ' (HOR.) 0' (VER.) 4 I 4 4 i 4 R E V I S 1 0 N S IL en9,neer,n [I,e N. 1 Pi, Ltmnee Na 66276 7308NKadA118n ».s�,..00 M,em 11 -ide 33156 Phase: 13051670-2315 Fee 1305) 670-2353 C.,b, Ate of h0w..1— NA. 7181 Na1E GATE NAME OAiE PUBLIC WORKS OEPARTKNT HIGHWAY DIVISION M[AMI- � si[neu v.nwx c__ WANL RDlp, i11R CROSS SECTIONS DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION oES1wEU "" ^�" ECEx BY C0� SIIPERV16E0 BKi EL)A NIMEZ. P.E. Na 66276 CUT FILL MIAMI-DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION 62 SW AVE FROM SW 70 ST TO SW 64 ST PROjEC7 20030189 SHEET 19 OF 55 IL CON! J. SW 62 AVE. IL CON! FT. SW 62 AVE. _NO. CUT FILL R W LINE R/W LI I R/I LINE--\I Cl) cl) ... ....... ----------- 0 ITS CD (D - - --------- - ------ - --- ----- -------- k 75 0 f 5- wm • -2' GAS 16' MM GAS 12' SS 29+50,00 176 2 IF, s S I 30+50.00 189 0 R/W LINE I R/I LINE---� R/W LINE 15 cli N ................. 61 2 Ao- t, OR 0 129 0 ✓ •2- GAS if I - wm -2' GAS 12' SS 2 9+00 l oo 105 3 1 12 'SS 30+001,00 240 0 F- SCAL : 1'=20' (HO l'=lO' (VE R.) R.) I CALE: 1'=23'(H0R.) 1'= 0'(VER.) 1 40 1 2p 4 6� 40 40 60 R E V I S 1 0 N S englneering Pi. IICEn Na 66276 7300 N K—d.11 01� .5.1. 410 M, p=Fl-& 33156 OX 0051670.2350 F 1305))670-2351 CuF—w of A,tho—U- Na 7181 NAME DATE DATE PLOLIC WORKS DEPARTMENT m HIGHWAY DIVISION 1,��l - D DADE , ST— P.M- CNIS II NN I51 FPO nm CROSS SECTIONS I DATE By DESCRIPTION I DATE DESCRIPTION DATE BY DESCRIPTION E.A. D.C* c a, ED .1, 11 IA, CUT FILL MIAMI -DADS COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION Sw 62 AVE FROM SV 79 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 20 OF 55 A V CON! J. SW 62 AVE. 16 LOW J. SW 62 AVE. CUT FILL R/W LINE I R/I LINEN 291 -25- .791 R/W LINE I R/I LINE—� ri 74 A-- - ---- GAS 63 1 If is- i'm I -2* GAS IJ16'Y p 1 6* WN 12' SS 31+50.30 141 0 12' SS 32-+57,00- 133 1 R/W LINE� I R/I LINEN I R/W LINE I R/b LINE—\I igs 15 CID I 00 Is in 78 0 Im I m m I ------- ---- - -------- 81 0 16- wM -2* GAS is- wi I 4 •2' GAS 12' SS P 31+00.30 141 0 12' SS I 32+00.00 144 0 SCAL[ 1'=20' NO 1'=10' WE R.) R.) SCALE: 1':2 1' I*= (HOR.) 0, (VER.) 41� 20 4p 4p 1 2� 2p 4p R E V I S 1 0 N S lh, N— L 1,E, L—, N. 66276 7308 N K-d. I D— S-- 00 't. FIJI m—; .11171-2350 OX of N, uat— N, 7184 F-1111167 I —E ..TE E DATE PUBLIC WORKS DEPARTMENT MIAMI -DDADE HIGHWAY DIVISION SlEl- I. — —S lT & 51 IPW MA nM CROSS SECTIONS DATE BY DESCRIPTION DATE DESCRIPTION DATE I BY I DESCRIPTION E. —.-D BY, ELIA NLKE2. P.E. Na "276 CUT FILL MIAMI -OADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION FRO14 SW 70 TO SW H ST PROJECT NO. 20030189 SHEET 21 OF 55 A V A V CON ' T. SW 62 AVE. i €CON T. SW 62 AVE. CUT FILL A V A I V I I I R/W LINEI R/ LINEN R/W LINE I R/l, LINEN ( I - n n m m ( I - 65 0 I () M m I m I 90 0 6• MN I •2' GAS r GAS I 34-P50 00 f�16'WM E 6- vM I 12' SS 129 1 p12' SS 253 0 - T I II R/W LINE I E R/ LINE I I N I N CID m a 183 0 I co co Lo I Lin m m 1 I 74 1 6' MM I •2' GAS 16' WM 6' I •2' GAS I J ( I 12' SS I 228 l 12' SS I 152 1 I SCALE : 1' =20' (HO 1' =10' (V .) R.) I SCALE: 1' =2 1'= ' (HOR.) 0' (VER.) 40 I q q 4 R E V I S I O N S eng�neer(ng E� eNIT PE. Limn No. 66776 ilvida 77156 0� 778eNC.d.uB,..s�aaes Phone: (3051670-1350 iev(1.167e -z751 Ce.t,7,wee of MUoat,w Ni 7181 NaNE ANTE NAI¢ pnTE KMIC WORKS DEPARTMENT HIGHWAY DIVISION MIAMI -OADE i011NT1 M»aiimm: m7e C. _...y..___. CROSS SECTIONS DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION as1wEB Br Ex wAVN ar L!L CNE[KE0 Br AX QHCKEO er A.N. 61flEBVtBEO BR ELIA NUNE2. P.E. Nw 662]6 A CON! i T. SW 62 AVE. CtuiT FILL I[ CON' iT. SW 62 AVE. MIAMI-DADE COUNTY PUBLIC WOWS DEPT. HIGHWAY DIVISION SW 92 AVE FROM SW 70 ST TO SW 94 ST PROJECT NO. 20030189 SHEET 22 OF 5 CUT FILL A R/W LINE� R/Im LINE 20 291 R/w LINE R/Im LINIE--�l CO CD a, a, 62 3 I — ------ -- (l) I cl) m m Zl� 72 6' MM -2* GAS 6' WM -2' GAS m M A (116. Wm 1 CZ 4- P; 01.1 LA 01 12• SS 35+so; 113 4 12' SS 135 1 25 1 R/W LINEI I R/Im LINEN 120 R/W LINE I R/IA LINE—\I I Lo co ..... . ...... .. . ...... . .. — ----- r ---- T ----- 60 1 101 I Lq LQl a E m I 74 0 Ig- wm 61 WIN! .2, GAS l)16' MM 61 WINI -2' GAS 12* SS 116 1 12' SS I 127 3 SCALT1':20' (HO 1'=101 (VE R.) R.) I CALE: 1'=2)'(HOR.) 1'= 0' (VER.) 40 20 20 1 4p 1 2p 1 �o 40 60 R E V I S I O N S 1.1. hCE.",*,N'_T96276 F300 N K-d.11 01. M010 cla B"5% pk�, rA5) 670-2350 Fa,2 1305,670-2351 en LneerLng Cnt,_w 01 Mah--t— N,. 7181 — I DATE PUBLIC WORKS OEPARTKNT ��!:[)ADE HIGHWAY DIVISION 1P.CL W CENTS "i, S, KNNL EN n3 CROSS SECTIONS DATE BY DESCRIPTION DATE DESCRIPTION DATE I BY I DESCRIPTION BY A.M. By E "" I I E_4EllTE '. F' JA AAWZ. P.E. NA, 66276 —CUT FILL MIAMI-DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION 62 AVE SW FROM SW 79 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 23 OF 55 IL CON T. SW 62 AVE. CON! iT. SW 62 AVE. CUT FILL A V A I V R/W LINEI I R/ LINE--' 291 791 R/W LINE� R/% LINE 19 In Lo CR I N cmQ I ........... . ....... ........ 84 — 0 _A5 m cl co co CrZ c; 91 0 tq . r.- wm • -2" GAS 61 wm -2' GAS is- wm Iry I 8 +50 00 jU 12• SS 152 0 1012 SS i 160 0 R/W LINE I RA LINE I R/W LINE I R/% LINE —' . . ... . ...... . .......... Be 0 a, c cr � co a, a: - — ----- --- - I 82 0 6. Wm -Z* GAS 6. Wm •2' GAS is- Wm "47+00, via] 0 116' WM h8+00, 00 12' Ss 140 0 i 154 0 SCALI: 1'=20' (HO 1'=10' (VE R.) R.) KALE: 1'= 2 3' 1'= (HOR.) 0'(VER.) 4� # 60 4� 40 Ef R E V I S 1 0 N S engrneeri 11 7300 N K-d.11 D S. M,—Fl-d. 33156' 400 Ph— (3051670-2350 OUR N�2a't C"� '9 r.. 7184 . I D.T� mn PUBLIC WORKS DEPARTMENT Hl"Ay DIVISION ml I: D wXV 15r low CROSS SECTIONS DATE BY DESCRIPTION I DATE BY DESCRIPTION DATE DESCRIPTION 1 E. By" EC.�D Y 0 By, ELJ� ��EZ. P.E. Na 66276 CON! T. SW 62 AVE. CUT F L IL LUM: i T. SW 62 AVE. MIAMI-DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION 62 SW AVE FF04 $W 70 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 24 OF 55 CUT FILL -A V A V R/W LINE R/l, LINE --� R/W LINE R/l, LINE—I. 73 0 cn cn 52 e — - -- -- I ----------- 51 6 G. MM I •2' GAS 6. NM I -2' GAS 39+500 (j161 Wm Ie• SS 40+5000 130 0 1 16 6 R/W LINE� R/� LINE--� R/W L - IN I R/b LINEN CID Go I a: a, cr---------- 68 0 co co -- — ----------- •2' GAS 74 0 -2' GAS 11 ,c- whi 1 6' WI4 6* WN 16. Wr, 3 9+00400 LA 010-ss 40+00,00 I I 147 0 I 136 0 SC AL 1' =20' (HO 1'=10' (VE 1.) R.) CALE: V-23'(HOR.) V= i 0' (VER.) 4 � If # 4 2� 40 60 R E V I S 1 0 N S 7300 N K�d�ll D—.5— 410 M-01-do 33156 2 pl— M) 670-2350 Fa, (305) 670-2351 I f—o, or N-U. No. 7184 �.TE �ATI MIC WORKS DEPARTMENT HIGHWAY DIVISION MI'AM !-DADE C-T- _7� 11 . IS KAK F�h nM CROSS SECTIONS E ON DESCRIPTION DATE DESCRIPTION DATE I BY DESCRIPTION M.E. 1 m I f EE CKM D I — I BT SWEAVISED BY: ELIA �Z. P.E. %. 66276 CUT FILL MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW "`� FFIDrI $Y 78 ST TO SW 61 ST PROJECT NO. 20030189 SHEET 25 OF 55 A V A V I[ CON T. SW 62 AVE. IL CON T. SW 62 AVE. CUT FILL A V A V I I I I I I I R/W LINE R/ LINE ' � R/W LIN I R/ LINE I 1 [ 1 m I m 55 4 [ 1 I r, a I ' 1 65 1 G. WM •2' GAS 1 6' WN •2' GAS f✓ 16' WM I o 10• ss 41+50.30 i %16' WM I � le° ss 2 +50 00 108 5 [ I 103 4 I I R/W LINE I R/ LINEN PA 291 R/W LINE R/O LINEN f I IPA ' co OD m I CD .. r 62 2 c I a e Q 47 4 1 6' WM 6' WM I -2' GAS 016' WM Ip 10" Ss 1 +00.0 ( %16' WM Ip 10. ss 42+0000 SCALE: 1'-20' (HO 1' =10' (V .) R.1 104 7 I CALE: 1' =2 1'= ' (HOR.) 0' (VER.) 94 7 40 I 4 4 20 4 R E V I S 1 0 N S _B_Y_r en(jlneerint] PF.lmEnI110 e "N"a " 66276 Y7 7300 N fi— 110 «s a +ee Ot7. :.. 16aP1" 11633E56 (C5i Pk..:(3051670-2352 Fee 13057 6 78-2 351 Cerr,f:mle of AvUmnmNOa No. 7184 BarE MIC W(S MP49TKNT HI"AY DIVISION MIAMI -DARE sr[rro+r.anN: [u+r[n �tiYi ui av l5l . NfNII. RUVms 33I]6 CROSS SECTIONS DATE BY DESCRIPTION DATE BY DESCRIPTION DATE DESCRIPTION �sIr+EB E.N OR— CRE[I�0 By nx prt p Rr ax 6UPERY.%o BYI ELIA NUNE2. P.E. NO. 662]6 � CON T. SW 62 AVE. QlT FILL € CON T. SW 62 AVE. MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION FROM SW 70 ST TO SW N ST PROJECT NO. 20030189 SHEET 26 OF 55 A Y A Y CUT FILL A V A Y I I , I I I R/W LINE I R/ LINE —\I R/W LIN I R/ LINE --I r r ' i N I N 0' -- —�. �— I 94 0 I I I I 74 1 - - — — —' •2' GAS 6' WM i •2' GAS 6. VM I fN16 -WM ✓ I ' ,m• SS 43+5000 (�16 -WM I 1m' SS ' 4 +50 00 I 138 2 I 133 l I I I R/W LINE I R/ LINE N 1 201 R/W LINE I R/ L1NE�I \ I r I I ri I I r I I pp I m t o' a, I 55 2 N I N v v, o° I 69 0 2' GAS I 6" MM •2" GAS 6' WM 1�16'YM J ,m° ss 1 43+00.00 1116. MM I� q 1m• ss 4 +00 00 SCALE: 1'-20' (HO 1' =10' (V .) R.) 111 2 I CALE: I' =2 I'= ' (HOR.) 0' (VER.) 151 0 43 I 2 0 q 0 6 0 q 40 60 REV 1 S I 0 N S engtneering 61 e Gm PE. Limme Nn 66276 730BN[.,d.110n.+,8Nt.480 OR- M.— Fl—d. 33156 LLSS Ph- 1309670.2350 0057670.2351 C.,.F,Iee wumt. W. 718/ NfME O.TE NGME oA7E NT PUBLIC W WAY DIVISION N1(i'NAY OIVISIBN MIAMI-C)ACIE cwim (CQMTY, siE >romi rx. r a .i�s a wAVt PtO+mr rnm CROSS SECTIONS DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION �stwEO 6r E. oAAVx 6. u.e c— D er Ax o[ n BY ^x SUPERYME0 en ELIA 1 LNEZ. P.E. W. 66776 CUT FILL MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION E FROM SW 79 ST TO SW 94 ST PROJECT NO. 20030189 SHEET 27 OF 55 A Y A Y CQ %1 i ' T, $W 62 AVE. CON T, $W 62 AVE. CUT FILL A Y A Y I I ' I ENO END RECONSTRUCTION ARTH ORK 0 0 STA. 15+86.67 I I 35 5 I R/W LINE I R/ LINEN I I I I I I N , 5D, - -, - -- - - - - - -~ I 51 7 •2' GAS 6- WM r NIS WM I MISS 45+5000 103 7 I 1 I R/W LINE I R/l, LINEN I I I N OD I 0' Tr 60 1 I -2' GAS 6' WM r� 16' WM b 10' SS 5 +00 00 i SCAL : 1' =20' (H0 1' =10' WE U R.) 124 2 1'= 0' IVER.I 4 I 4 I REVISIONS E11e Nunez PE. L:crose N. 66276 7300NKad,DDn•,.smp480 V Mi37156 Phme:3D51670.2356 W. 7181 Na1E DeTE NA.E DATE FI�LIC 1A7FOCS UEPARThENT HI"AY DIVISION MIAMi-DADE _._. __.. STET r.a.w m m CTY ML �0i L �� '� CROSS SECTIONS DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION Ex Dn.wN 6e a� L�-E�.E wExcD B. Ax 0 Dr: ELIA N Z. P.E. NO.66276 EXISTING GROUND _CL LINE OF CONST. SW 62 AVENUE R/W LINE ,EXISTING SIDEWALK MIAMI -DADE COUNTY PUBLIC WORKS DEPT, HIGHWAY DIVISION SW 62 AVE FROM SW 70 ST TO SW 64 ST PROJECT NO. 20030189 SHEET _n_ OF TYPICAL SECTION SW 62 AVENUE PHASE I PHASE 1 NOTES: STA. 26 +72.81 TO STA. 33 +06.85'5 1. INSTALL TEMPORARY TRAFFIC CONTROL DEVICES. ` AND 2. SHIFT TRAFFIC EAST. MAINTAIN TRAFFIC ON EXISTING PAVEMENT STA. 43 +46.30 TO STA. 45 +86.67 1 CONSTRUCT WEST SIDE OF ROAD. LINE OF CONST. SW 62 AVENUE •CONTRACTOR TO PROTECT BLUNT ENDS OF TEMPORARY CONCRETE BARRIER WALL 36' °• , 34' W/ APPROVED IMPACT ATTENUATORS R/W LINE —N. 9' 13' 2' 8' 6' 11' 11' 2' 6' R/W LINE as CONTRACTOR MAY SUBSTITUTE THE USE 2' ' ZONE I OF TEMP. CONC. BARRIER WALL W/ A WARNING WORK BARRIER FEND OWORK O S e I ADD ESS D T THE OFO EACH DAY 3 ° v TEMP. PAVT. I I 2' IN.' 2' E EXISTING GROUND I I EXISTING SIDEWALK 3 — — — — TEMP. CONC. BARRIER WALL J TYPICAL SECTION SW 62 AVENUE PHASE I STA.33 +06.85 TO STA.43 +46.30 i R E V I S I O N S EI:e Nu:u:7 P.E. L:canse x,.66276 rM N V_—&U0, -.S„� NW M:em:,Flonde 33156 O�- Pnm:e1309670.235D Fex: l7�t 670-231 NNr¢ wr6 NONE oer6 pI�LIC W(�CS pEPARihENT NI[iHiIAV DIVISION MIAMI-DADE ° "' " °" '` srtVx[x >.ncaNan6n TY . 11 w i s ,eN'4 FLONOta ]]li8 MAINTENANCE OF TRAFFIC PLANS DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION u[scas0 0Y 6A. ONOVN e. aECN60 By Ax [ 8f%EO aN. SUPERV1ffN BY: ELEA NINE2.P.E.N .66276 eng,neer,ng Ce.uOcow or A,mo.¢etvm No. 71& �- �- ��- .�� -�•� z 3 3 ) J J J J EXISTING GROUND R/W LINE 1 9' 211 11' I I I 8.62 FT/FT 6.82 !CL LINE OF CONST. SW 62 AVENUE 11' I 4' 15.5' I 2' M N I I TEMP. CONC. BARRIER WALL TYPICAL SECTION SW 62 AVENUE PHASE II STA. 26 +72.81 TO STA. 33 +06.85 AND STA. 43 +46.30 TO STA. 45 +86.67 r(L LINE OF CONST. SW 62 AVENUE q R/W LINE 4E 771F. EXISTING GROUND ,INE EXISTING GROUND MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FROM SW 78 ST TO SW 64 ST PROJECT NO. 20030109 SHEET 29 OF 55 PHASE II NOTES: 1. INSTALL TEMPORARY TRAFFIC CONTROL DEVICES. 2. SHIFT TRAFFIC TO NEWLY CONSTRUCTED WEST SIDE OF ROAD. I CONSTRUCT EAST SIDE OF ROAD. • CONTRACTOR TO PROTECT BLUNT ENDS OF TEMPORARY CONCRETE BARRIER WALL W/ APPROVED IMPACT ATTENUATORS —CONTRACTOR MAY SUBSTITUTE THE USE OF TEMP. CONC. BARRIER WALL W/ A WARNING DEVICE/ BARRIER IF DROP OFF CONDITION IS ADDRESSED AT THE END OF EACH WORK DAY TYPICAL 5LL I IUN SW 62 AVENUE PHASE II STA. 33 +06.85 TO STA. 43 +46.30 R E V IS ON S EI+ µ^� °"'E R18LIL WORKS DIVISION MAINTENANCE OF EH DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION P.ELice ex.66276 xak Dore xw¢ jg(x Mmmuo-.. s.,v 4W oesc�o ORRVN HIGHWAY OIVISIIXI IL M—,R-d 33156 Br Ex 8r O.G MIAMI PN.- 0051670-2350 [IIEFREx E��EO `.°�" °.'s ""�' TRAFFIC PLANS FAx:17�1670-2351 Br aM. er Alt RI "" I s en91neeriny [..u(mau or A,0, I w No. 7184 "�!!!�"""� NVME °lwro »IZe SVERVISEa xr: FLIP NINEZ.P,E.NU 66276 itu R/W LINE -\ EXISTING GROUND M EXISTING GROUND f LINE OF CONST.SW 62 AVENUE 9' 2' 13' 15.5 13' 3' 1 5.5' 9' ' I EL, N'; P.E Lwnu No. 66276 73BexK.e.Ito-...s , exw Ml.mi. FlwidA 33156 6OUR Ph.- 1789678.2350 " , Fm:' 1670 -2351 e nglneering Cnnfic.te of Alth....G.� Na, 7I84 WORK ZONE DAtE NAI¢ I � I ' 3 DATE BY E t BY DESCRIPTION I I DESCRIPTION ' M N E.N. 2'M IN oRAVx BT DL I 0.02 FT /FT 0.02 FT /FT 0.02 FT /FT 0.02 FT /FT 0.02 FT /FT I D14.CRED BT 0.M. CtEOIEO BT 0.M C14ANNELIZATION DEVICE \-CHANNELIZATION DEVICE TYPICAL SECTION PHASE I I I SW 62 AVENUE STA. 26 +72.81 TO STA. 33 +06.85 AND STA. 43 +46.30 TO STA. 45 +86.67 Kl"fL LINE OF CONST. SW 62 AVENUE R/W LINE EXISTING GROUND ALL WORK ADJACENT TO SOUTHBOUND TRAVEL LANE THAT CAN POTENTIALLY CAUSE ENCROACHMENT INTO THE LANE AND CREATE A HAZARDOUS CONDITION IS TO BE PERFORMED BY CLOSING OF THE SOUTHBOUND LANE AND SHIFTING SOUTHBOUND TRAFFIC TO THE NORTHBOUND LANE WITH THE USE OF FLAGMEN AND PER FOOT STANDARD INDEX 605. TYPICAL SECTION PHASE I I I SW 62 AVENUE STA.33 +06.85 TO STA.43 +46.30 TING GROUND MIAMI -DAOE COUNTY PUBLIC MONKS DEPT. HIGHWAY DIVISION SW 62 AVE FROM SW 70 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 31 OF PHASE III NOTES: 1. INSTALL TEMPORARY TRAFFIC CONTROL DEVICES. 2. MANTAIN TRAFFIC ON OUTERMOST NEWLY CONSTRUCTED NORTHBOUND AND SOUTHBOUND LANES ON BOTH SIDES OF THE ROAD AS INDICATED ON TYPICAL SECTION. 3. CONSTRUCT 15.5'WIDE MEDIAN AND TRAFFIC SEPARATOR AS SHOWN ON TYPICAL SECTIONS. 4. INSTALL FINAL PAVEMENT MARKINGS. R E V I S I O N S EL, N'; P.E Lwnu No. 66276 73BexK.e.Ito-...s , exw Ml.mi. FlwidA 33156 6OUR Ph.- 1789678.2350 " , Fm:' 1670 -2351 e nglneering Cnnfic.te of Alth....G.� Na, 7I84 NAME DAtE NAI¢ DATE PUBLIC WORKS DEPARTMENT HIGHWAY OIYlS10N MIAMI—DADE ., 61Exxp x. ¢Mx [Fx1ER SfTfYYTY. IIw 151 ii.M. MA19.ttU11DA 311tB MAINTENANCE OF TRAFFIC PLANS 3 DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION aESweD BY E.N. oRAVx BT DL D14.CRED BT 0.M. CtEOIEO BT 0.M SDPE"ISED BT: El-EA NINEZ. R.E. Na 6476 SUMMARY OF QUANTITIES PAY ITEM NO. DESCRIPTION UNIT SHEET NUMBER TnTAI GRAND TOTAL 34 35 36 37 THIS H T PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL 700-20-11 SIGN SINGLE POST (LESS THAN 12 SO FT.) AS. R1-1/03-1/W14-2 (STOP /INTERSECTING STREET NAMES /NO OUTLET) 2 2 4 R2 -1 (SPEED LIMIT) 2 2 R3 -7R (MANDATORY MOVEMENT LANE CONTROL SIGN) I I 2 M4- 5/M3-1/M1-40/M6-1R (NO/NORTH /US HIGHWAY /RIGHT ARROW) 1 I R4 -7 (KEEP RIGHT) 1 I SI- l /W16 -9P /SIGN A (SCHOOL CROSSWALK WARNING ASSEMBLY/ 1 I AHEAD/NO TURN ON RED) S1-1 /W16 -7PL /SIGN A (SCHOOL CROSSWALK WARNING ASSEMBLY/ 4 4 AHEAD /NO TURN ON RED) S5-1/S4-1 (SCHOOL SPEED LIMIT /HOURS) 1 2 1 4 S5-2 (END SCHOOL ZONE) 1 1 2 SIGN B (OFCR EPHRIAM BROWN AV) 1 1 706 -3 REFLECTIVE PAVEMENT MARKERS PERMANENT (B[- D[RECTIONAL) AMBER /AMBER EA. 88 50 24 62 224 706 -1 -12B REFLECTIVE PAVEMENT MARKERS PERMANENT (BI-DIRECTIONAL) CLEAR/ RED EA. 1 28 6 16 23 73 711 -11 -121 THERMOPLASTIC (WHITE)(SOLID) (61 LF. 2182 1804 1 1250 - 1223 6459 711 -11 -122 THERMOPLASTIC (WHITE) (SOLID) (89 LF. 95 39 129 263 711-11 -123 1 THERMOPLASTIC (WHITE) (SOLID) (129 LF. 708 272 680 1660 711 -11 -124 THERMOPLASTIC (WHITE) (SOLID) (18") LF. 37 23 33 93 711 -11 -125 THERMOPLASTIC (WHITE) (SOLID) (249 LF. 195 72 143 410 711 -11 -141 THERMOPLASTIC (10' -30' WHITE) (SKIP) (6") LF. 30 30 711 -11 -160 THERMOPLASTIC (WHITE( (MESSAGE) EA. 1 1 4 1 7 711 -11 -170 THERMOPLASTIC (WHITE) (ARROWS) EA. 8 2 2 7 19 711-11 -221 THERMOPLASTIC (YELLOW) (SOLID) (6') LF. 1920 1502 1068 1272 5762 711-11-224 THERMOPLASTIC (YELLOW) (SOLID) (189 LF. 104 78 54 236 711 -11 -241 THERMOPLASTIC (2' -4' YELLOW) (SKIP) (69 LF. 34 48 82 700-20 -4 SIGN RELOCATION SINGLE POST SIGN (RELOCATE) AS. MIAMI-BADE COUNTY PUBLIC WOWS DEPT, HIGHWAY DIVISION SW 62 AVE FROM SW 70 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 31 OF 1, ALL SIGNING AND PAVEMENT MARKINGS SHALL CONFORM WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN 2. 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 REOUIREMENTS,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 FOOT APPROVED METHOD WITHOUT DAMAGE TO THE PAVEMENT. 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. THE CONTRACTOR SHALL INSTALL ADVANCED WARNING SIGNS W3-1 (STOP AHEAD) AND W3 -3A (SIGNAL AHEAD) ON RESPECTIVE SIDE STREETS ACCORDING TO STANDARDS AS DIRECTED BY THE ENGINEER. 10. 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. 11. ANY SIGNING MATERIALS, INCLUDING SUPPORTS, TO BE REMOVED AS NOTED ON PLAN SHEETS, SHALL BE DELIVERED BY THE CONTRACTOR IN EXISTING CONDITION, IN CARE OF THE STOREKEEPER AT THE MIAMI -DADE COUNTY MAINTENANCE YARD, 7100 NW 36 STREET, MIAMI, FL 33166. R E V I S I O N S El,° N-1 DATE PUBLIC V()F0C5 DEPARTMENT P1-"ll 66276 NA,IE DATE NAM E SIGNING & PAVEMENT MARKINGS DATE BY DESCRIPTION GATE BY DESCRIPTION DATE BY DESCRIPTION nmNup,,.,s,<4� o6smEO DRAVN HIGHWAY DIVISION mmm de 37156 BV EA, Br °� MIAMI -DADE T O� Pnc9670 -2350 [NECKED ED ED BERFNP.QMKCENER QUANTITIES AND NOTES fi7B 2351 Br wn er A+L pt3> ITY 14 NQ Pl01IM 37118 englneerEng Ce,bf—w a ftm nemm N.. 7164 SUPERVISED Bra ELIA NINE2.P.E.NO66216 MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FA04 SY 78 ST TO SW 64 ST PROJECT NO. 20030181 SHEET_ V.__ OF 0 20 40 SCALE IN FEET 50 LF (2) 6' YELLOW W/ 6' WHITE 6' WHITE REFLECTIVE PAVT. MARKERS (BI- DIRECTIONAL YELLOW 040' C.C) EXIST•R /V L/AE Exrsr.RiY Lrn� EXIST. R/V LINE r�l 50 LF (2) 6' YELLOW W/ REFLECTIVE PAVT. MARKERS 6' WHITE m d 01 S (BI- DIRECTIONAL YELLOW v40' C.C) 12' 1 !. P BEGIN SIGNING AND EXIST.R1W LJAE PROFFESSIONAL 6' WHITE En a AV Zs MS O PAVEMENT MARKINGS ! CENTER N STA. 25 +10.49 WH T is SW 62 AV 24" WHITE m 18 WHITE 8' WHITE 100 LF (2) 6' YELLOW W/ - PROP. (4)D3-1 AND (11R1 -1 - PROP REFLECTIVE PAVT. in @ STA. 29 +41.14 (46.45' LT) MARKERS (BI DIRECTIONAL REFLECTIVE PAVT. MARKERS CLEAR /RED TYP.) 20'0.C. (BI-DIRECTIONAL YELLOW 040' C.C) PROP. REFLECTIVE PAVT. MARKERS `r th /Y... ._.. 2E P (I- DIREC�T [ONAL L RED �Y) 20 C _ m a/Y c/Nf aiY L/ N f 2 4WHITE R ... c ln5 S 4. WHIT= `:: _. 6wHTE . .... — ..... ...._ . _...... 6' WHITE SKIP (10 -30) 5' SW 62 AVE. PROP. REFLECTIVE PAVT. MARKERS / 2' WHITE - 6' WHITE 70' SW 62 AVE" 6' WHITE — 2' iNHITE 24' WHITE (BI- DIRECT ONAL YELLOW TYP.) Q 5 — 26 �� — 20' +82.00 30 — +39.48 25 — 76.12. �- — I 1— I 1 I , ' � N w @ SURVE 70' w 6' WHITE 24• WHITE 12' WH TE 6' DOUBLE YELLOW SOLID W/ 6• WHITE 5'(TYP.) +72.28 +19.48 6' DOUBLE YELLOW SOLID W/ ih z 18' YELLOW STRIPES 20' O.C. 6' WHITE 12' W ITE 18' YELLOW STRIPES 20' O.C. J z 10' 2' WHITE 10' 2 _...} .. R/V LlNE .. `L ..... ;I r ,.:rr.�r. .... 22e.(..`1t.Y�y,e : �..... r. _. ...—. �._. 19 .r.rrrL a- ':.,. .°.ate" +#�?" Yu' x'i" .%�•' i? —_.. L� --Y�� Q 6 Q 35W . PROP. E.` R/Y LINE .. cn ROP. REFLECTIVE PAVT MARKERS 8' WHITE AV Z9 MS C_ - (BI- DIRECTIONAL CLEAR /..REO TYP.) N y �. m � IN 24' WHITE 18' WHITE SW 62 AV Co rf ` g ...... 50 LF (2) 6' YELLOW W/ 0) E m PROP. R3_ V REFLECTIVE PAVT. MARKERS S T O P `� PROP. (1)M4 -5 LARKIN COMMUNITY STA. 25 +80.00 (BI- DIRECTIONAL YELLOW X40' C.C) 24' WHITE m & (I)M3-1 & (I)M1 -40 i cn HOSPITAL :' N & (1)M6 -1R 6 WHITE ` STA. 25 +50.00 " 12, 1 12, 6' WHITE p.ROPe (4)D3 -1 AND (I)RI-1 56 LF (2) 6 YELLOW W/ N w @ STA. 30 +06.00 (40.25' RT) REFLECTIVE PAVT. MARKERS EXIST. R1W LINE EXIST. R1W uNE r r V I \ \\ EXIST. R/V LINE (BI- DIRECTIONAL YELLOW X40' C.C) 6' WHITE EXIST. RIM LINE n 3 PROP. REFLECTIVE PAVT. MARKERS (BI- DIRECTIONAL CLEAR /RED TYP.) J REVISIONS El,e x e, P,E.L ,ex.66276 73D0xNAnmUD,. S.,1.400 M,am,,Flo.,de 33156 ©�, '; Phone 13 0 51 670 235 0 Fe::1305)670-2 351 AT en9tneertny C..nfjc%30A,th°.¢ebon No. 7161 NAME DATE •A� DA7E PUBLIC W�(S DEPARTMENT Hl"AT DIVISION MIAMI —DAOE' s1EN,EN A. naA, cEx1EA D w t s ��"'- 'I'�Et�7]178 SIGNING & PAVEMENT MARKINGS PLANS DATE BY DESCRIPTION DATE BY DESCRIPTION GATE BY DESCRIPTION DESUED Br Ex. DRAWN er o¢ceED BT A.N. [H:a50 Br 0.11 SUBERe1gD BY.. MIA NUNEZ. B.E.NC 65216 0 20 40 SCALE IN FEET 6' MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FROM SV 70 ST TO SW 64 ST PROJECT NO. 20030189 SHEET M OF 6' WHITE 6• WHITE RIM LINE 50 LF (2) 6' YELLOW W/ PROP. (1) RI -1 AND (4) D3 -1 ro REFLECTIVE PAV'T MARKERS VACANT LOT IQ STA. 32 +81.00 (39.59' LT) W w .0 (BI- DIRECTIONAL YELLOW v40' C.C) L ul PROP. (1) R2 -1 v12 n = 3 COMMUNITY PROP. S5 -2 a STA. 31 +80.00 a -m d O 1 S 3 00 R,w._trne a STA. 36 +40.00 co co NEWSPAPERS mr F ZN AV Z9 MS Lu En ° SW 62 AV (n PROP. R4-+ EXISTING BUS SIGN o STA 33 56:00 w v co ::_...: TO BE RELOCATED STA PROP. REFLECTIVE PAV'T MARKERS 35+80.00 (BI- DIRECTIONAL YELLOW TYP.) PROP.REFLECTIVE PAV'T MARKERS RiM LINE R/M LINE - ..._._.. (BI DIRECTIONAL CLEAR /RED TYP) � i a .._. _. .....__..._ m 24' WHITE ,r .. _._ + .............. _. _.. _.. ... +46.12 6• WHITE 6' DOUBLE YELLOW SOLID W/ y 12' 1 HITE SW 62 AVE 6' WHITE +30.83 70 6' YELLOW ~� M 18' YELLOW STRIPES a 20' O.C. t Q 33 +55.83 RA (n '- 25 — — ' w w 70' ~— + @SURVEY A3 +87.70 Z Z i,� 20.00 6• WHITE 6' WHITE SW 62 AVE. 24' WHITE o 6• YELLOW 5'cTYP.) ih J 5'(TYP.) 6' WHITE 12' WHITE (TYP.) J U . _ ......................_....... ....._.......... ........... ............................... 24' WHITE a _ ..... ............................... ............................. U Q p > .......,. ......... ....._ ...., '... a.. Q _...... R/N•L'/NE ..:: —.. At1 Z9 MS EXISTING BUS SIGN PR RAM LINE c OP. W14-2 ROP.REFLECTIVE PAV'T MARKERS .STA. 32 +81.00 a sln31 -Innd TO BE RELOCATED (BI- DIRECTIONAL CLEAR /RED TYP:) ! _ E: (39.00' LT) PAUL TEvIS R 0 STA. 35 +05.00 00 5 "m-al :_ W m SW 62 AV m Z m Z rJ7 /A O D sN ' V 1 00 t. co 13-1f10 SOUTH MIAMI PLAZA PROP. (1) R2 -1 l��1f10 `Y i` PROP. Sl -1 AND W16 -91P 0% STA 31 +40 00 ON 3 ON a STA. 35 +43.00 I REFLECTIVE PAV'T MARKERS @ 2' D.0 (BI- DIRECTIONAL AMBER) 3 �' �0 O PROP. SIGN S5 -1 AND S4 -1 a STA. 36 +88.00 z (n R E V I S 10 N S RIM LIRE E t�l1 Elc MM.: P.ELc No. 66276 nea w K..a.0 o-�...sx�re red Miami. Fi—& 33156 Phone 13.516)8-2350 0x. h— (305)670-351 q."3 CCrtifio.te of Atha .U.m No. 718, E wrE LEE PARK R/M L /NE DnTE PUBLIC WORKS DEPARTKNT HIGHWAY DIVISION M[AM[-DADE SRxxp P. ¢AxN [Ex1Ex CO!lMT1� .< .•µ� 11 ,BT -- -- MIN4 ELONM 131]8 SIGNING & PAVEMENT MARKINGS PLANS DATE BY m m STOP m" CONDOMINIUMS 13Y DESCRIPTION w BY DESCRIPTION E3n 50 LF (2) 6' YELLOW W/ BBnvx BY D.C. REFLECTIVE PAV'T MARKERS PROP, (403-1, (DW14 -2 AND (DR1 -1 (B[- DIRECTIONAL YELLOW X40' C.G � OE, BT AK @ STA. 33 +30.00 (34.85' RT) V V 6' WHITE .. L I REFLECTIVE PAV'T MARKERS @ 2' D.0 (BI- DIRECTIONAL AMBER) 3 �' �0 O PROP. SIGN S5 -1 AND S4 -1 a STA. 36 +88.00 z R E V I S 10 N S Elc MM.: P.ELc No. 66276 nea w K..a.0 o-�...sx�re red Miami. Fi—& 33156 Phone 13.516)8-2350 0x. h— (305)670-351 q."3 CCrtifio.te of Atha .U.m No. 718, E wrE xoxE DnTE PUBLIC WORKS DEPARTKNT HIGHWAY DIVISION M[AM[-DADE SRxxp P. ¢AxN [Ex1Ex CO!lMT1� .< .•µ� 11 ,BT -- -- MIN4 ELONM 131]8 SIGNING & PAVEMENT MARKINGS PLANS DATE BY DESCRIPTION DATE 13Y DESCRIPTION DATE BY DESCRIPTION .ESmr�. EN. BBnvx BY D.C. aE[xE0 C BY � OE, BT AK SBPEINIgO BY: ELIA NLNELP.E.N.W76 �I V u MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FROM SW 76 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 34 OF 0 20 40 SCALE IN FEET D ^ VACANT LOT 0 LJ ' o0 (U) M J� s PROP. SIGN S5 -1 AND S4 -1 e CTG Al +401.0101 r . �— SURVEY Z 6' WHITE 4-57.661, cT 6' WHITE 32.80 e J (TYP.) _ +74.; U... ...... . Q ..... ...., _.... _ R/V LlAE P . ROP.REFLECTIVE PAV'T MARKERS (BI- DIRECTIONAL CLEAR /RED TYP.) • REFLECTIVE PAV'T MARKERS @ 2' O.0 (BI- DIRECTIONAL AMBER) .. cQ � RIM % �/'�� O PROP. SIGN S5 -1 AND S4 -1 @ STA. 39 +30.00 J.R.E. LEE CENTER z R E V I S I O N S Ene Na 662)6 P. EI.. N. NAME DATE NRNE DATE PUBLIC WORKS OEPARTHENT PAVEMENT DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION uox 7308 N N, deu6,,..5 ,� 988 DESOEO BY E.. BR.. BY O.0 HIGHWAY DIVISION M1AMI-DADE SIGNING & M,me:,flo. de 33156 Ph-dN331 CHECVED A0. DEB A.M. S�P�N °� 51�^�° t m w is MARKINGS PLANS f :O�D167B-2351 30 By Br , -cam ra°NLRD1Bk DDI2B e�gl�eering Ce.u7lror WWO�:L° N°. 7189 SUPERVISED Br: ELIA NWE2.P.E.N>66276 PROP. SIGN S5 -1 AND S4 -1 a STA. 44 +80.00 �I— z <a w —r.LJ Z— L W = m oo n U) 3g �.. EXISTING BUS SIG TO BE RELOCATED a STA. 43 +30:00 (D :. M Q L0 w J th 2 U I- Q ►7 V V 3I V J PROP. REFLECTIVE PAV'T zMARKERS'=' (BI- DIRECTIONAL YELLOW TYP.) — R/V LINE 6-YELLOW PROP- 6' DOUBLE YELLOW SOLID W/ 18' YELLOW STRIPES a 20' O.C. +08.43 T6' WHITE 5 O YN,) T -... y. PROP.REFLECTIVE PAV'T MARKERS (BI- DIRECTIONAL CLEAR /RED TYP.) PRIVATE RESIDANCE • REFLECTIVE PAV'T MARKERS II! 2' O.0 (BI- DIRECTIONAL AMBER) MIAMI -DADE COUNTY PUBLIC WOKS DEPT. HIGHWAY 01 VISION SW 62 AVE FROH SW 70 ST TO SW 64 ST PROJECT NO. 20030109 SHEET 355 OF l 0 (1 I 6' WHITE W/. REFLECTIVE PAV'T MARKERS (B1- DIRECTIONAL CLEAR /RED TYP.) a 20 40 Ill W I l STA. 45 +00.00 = 0 p f SCALE IN FEET )3dsla3 NRNE r ' �Riw uNE ✓ N EXIST. SIGN V LINE SIGNING & PAVEMENT MARKINGS PLANS �O ~ Z '..... LLI (TO REMAIN) DATE Q LF (2) 6' YELLOW W/ DATE BY DESCRIPTION DES CEO Br REFLECTIVE PAV'T MARKERS CD fl7Z—m Ivani D.C. �(BI- DIRECTIONAL YELLOW 1 40' C.C) I. Exlsr, slcN iS(1W 1 PROP, (1) SI-1 RIM LINE-11 w I & (1) W16 -7PL (TO REMAIN) 13NVIIHOIa to STA. 45 +50.00 _ ~ � FtELEU eY N 3 f PEEDI LIMIT I 0009 ,iw i O, PROP. (1) Sl -1 13 Niv i & (1) W16-7PL a STA. 45 +79.50 CD 1 3 N L5J 1- EXIST. SIGN I (TO REMAIN) ROP. S1 -I AND W16 -7PL (54' LT) = 1IN) STA. 46 +78.93 NULA LLC 3 I j � � � Z € PROP. SIGN B �) In 1v 6' YELLOW 2' -4' SKIP a STA. 45 +50.00 in �, • PROP. R3-7R 18' WHITE (TYP.) 12' HITE R STA. 47 60.00 +6�3'�0 8 WHL.T.E dx I III �R /w LINE ti - .............. _... 24 WHITE ----\ WHITE.. .._. _..._... 2' 22' CL SW 62 AVE (TYP.) 24' WHITE _2':�WHITE P 12' WHITE r: 1s — 4�9. ` 1— w K YELLOW ` =4' SKIP ' WHITE w j A _ 1 PROP. S1-1 AND W16 -7PL 3 a STA. 46 +37.21 (52.57' RT) N I �� H RE MA (TO REMAAIN) 1 ' R/w LINE 1 6' WHITE '50 LF (2) 6' YELLOW W/ REFLECTIVE PAV'T MARKERS (BI- DIRECTIONAL YELLOW 040' C.C) 5' 6' WHITE W/. HthLLLILVt YHV -1 MHFIKtKb (BI- DIRECTIONAL CLEAR /RED TYP.) — 24' WHITE 7 SW 62 AVE. ✓ "--31 LF (2) '---a SURVEY G' YELLOW _+ 50.4.0....__....._ ..........:.. WHITE....... EXISTING BUS SIGN—/ � TO BE RELOCATED p = rn REVISIONS STA. 45 +00.00 = 0 p EHe None: P.E.Li ,A No. 66276 73ee N K. d.tt D:.S.:te 400 M:am:, 3156 0�. PHOnenescfe -235e FeK:0�1670-2351 engine -9 [orhf:cete of A t6o.0 _ No. 7184 NRNE r N PROP. (1) S5 -2 WU SIGNING & PAVEMENT MARKINGS PLANS e STA. 45 +17.00 ~ Z '..... LLI I- DATE Q DESCRIPTION DATE BY DESCRIPTION DES CEO Br LU CD o " eY D.C. • I. N PROP, (1) SI-1 RIM LINE-11 & (1) W16 -7PL to STA. 45 +50.00 I 1 1 I ....... ...................... R/w LIN£ END PROJECT _ STA. 46 +94.95 END PAVEMENT MARKINGS (MEET & MATCH EXIST. PAVEMENT MARKING) REVISIONS EHe None: P.E.Li ,A No. 66276 73ee N K. d.tt D:.S.:te 400 M:am:, 3156 0�. PHOnenescfe -235e FeK:0�1670-2351 engine -9 [orhf:cete of A t6o.0 _ No. 7184 NRNE DATE RAKE AYE PUBLIC WOWS DEPARTMENT HIGHWAY DIVISION MIAMI -OADE _ _ SFRNNP.RRRKCFN R „ m w t St - »tuanwmR wIa SIGNING & PAVEMENT MARKINGS PLANS DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION DES CEO Br E.N. o " eY D.C. 6E[KEe ex aN. FtELEU eY A.H. SNPE.1SED BY: ELtA N ELP.E.Na66276 POLE DA TA POLE NO. CIRCUI T STATION 0 /ST. OR ARM LUMINA/RE WATTAGE MOUNTING HEIGHT POLE SETBACK PAY ITEAT REMARKS 1 1 27+74 • 400 W • • 715- 1 1-l/l 2 1 30 +64 • 400 W • • 715 -0-Ul REPLACE LUM INA /RE. SEE NOTE fp 3 / 33 +54 • 4100 W • • 715 -Il -III 4 / 36 +27 • 400 W • • 715- i1 -111 5 / 39 +00 • 400 W • • 715- 11 -I /l 6 / 41 +87 • 400 W • • 715- 11 -1 /1 7 / 44 +74 • 400 W • • 715- I1 -1 /1 MIAMI -BADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FROM SW 78 ST TO SW 64 ST PROJECT NO. 20030189 SHEET OF CONVENTIONAL LIGHTING DESIGN CRITERIA Average Initial Intensity 1.1 Foot Candles Uniformity Ratio Avg. /Min. 4:I Or Less LEGEND SYMBOLS DESCRIPTION ( �-o Existing light pole to remain. NOTES I) Replace existing Luminarre with 400 watt high pressure sodium /uminaire. Designed for /ES medium semi - cutoff Type 111 distribution. Use GE curve 35- 451008 or equal. 2) The contractor shall perform on Inventory of the existing lighting system prior to the beginning construction activities. A written report will be prepared listing all lighting items operable and inoperable. The completed report will be forwarded to the project engineer with copies to the maintaining agency prior to the beginning of construction. 3) Governing standards and specifications are: The Design Standards, the Florida Department of Transportation Standard Specifications for Road and Bridge construction, The Mloml -Dade County Standard Specifications for Roadway Lighting, the 2005 Notional Electric Code, Notional Electrical Safety Code or later edition and 1660/ codes which exceed these specs. 4) Pull Box shall have exterior dimensions of 27 -112" x 12" and shall be concrete or polymer reinforced by heavy -weove fiberglass with polymer heavy duty traffic covers. Lids shall be of polymer composite of the. heavy duty type and marked street - lighting. 5) Only line conductors will be permitted in Service Pull Box. No ground rods or any other items or devices shall be allowed. 6) No unnecessary splicing will be permitted In pull boxes. 7) The contractor shall construct concrete slobs around oil pull boxes and service points located in unpoved /gross area. See Index 17500 for details and notes. Cost of the slob construction, including reinforced steel fabric, shall be Included In the price for Class / concrete (Miscellaneous). 8) Pull box cover shall be bolted to the pull box using a tamper proof nut. Installations of new pull boxes shall be performed by a qua/Ifled electrical Contractor. When new pull box Is replacing existing pull box, the Contractor shall ad just conduits and cables to fit the new pull box elevation. Cost of adjustments is included in the pull box poy Item. 9) The contractor Is responsible to pay the power company the cost of providing electricity to the temporary and proposed lighting from the moment the existing service Is disconnected until final acceptance of the new lighting the molntolning ogenty— Cost to be included In pay Item 102 -10 Maintenance of Traffic. 10) All salvageable lighting equipment that Is removed must be disassembled, delivered and unloaded at the Miaml -Dade County Public Works Department, Lighting Division. 7100 N.W. 36th Street, Miami, FLorida 33166. Lighting equipment considered so/vogeob/e is as follows: Lighting poles aluminum, Luminorles, Coble distribution systems that ore intact. All other equipment shall be disposed at the contractor's expense. Cost to be included in the removal pay items. ll) Submittal Data: Prior to any procurement order the contractor shall submit for approval, equipment specifications of design data for all materials proposed for the project and shall include, but not limited to: A. Shop Drawings for the luminaries, poles and bases. B. Conductors, condult, ground rods and pull boxes. Proposed Luminaries to be installed on existing poles. The arm length and mounting height as per os -bullt plans Is 6' and 40' respectivety. Pole setback of existing poles is approximately /0' from the proposed EOP. RE V IS I ON S Elw NAAA: PUBLIC WMS OEPARTWNT P,E l:em+e Na 66276 NAI¢ perE NDATE BY DESCRIPTION DATE BY OESCRIPTiDN OATS BY DESCRIPTION 73B0NK- dUD�:.A.5 -100 DESICeD DRAVx RiONAY 01VISION LIGHT POLE AND DATA PLAN O� NiAmji —dA 33156 BY GN. Br MIAMI-DADE PNAne gB51670- 2350 OEIXEO .L StEPxp A.upeV [FxrEA Fm; 131670.2351 BY nn 8r IT,d xINLL �iwGp vile engineering C_t,Lre of ytlro.uAUAn NA. 718/ SBPENVISED BY: EL IA NIHE2. P.E. NC 66276 x. „ ...............n MASTER BILL OF MATERIALS PAY ITEM 1 1 1 SHEET NUMBER 1 ®® CONDUIT QINOER PAVEMENT) 2'PVC SIGNAL CABLE (TRAFFIC CONTROL CABLE) SIGNALS ELECTRICAL POWER ■ OVER14EAD - METER BASE NOT REWIRED SIGNALS ELECTRICAL SERVICE WIRE - " • •� 1 1 STANDARD DA DE CO. CLASS OS-11© ©----- - - © - ©- NAST ARM 1 •.1 1 ©�----- - -� -�- NAST ARM STANDARD UWARSO(DS-1611 MAST ARM STANDARD (DS-18)) ©----- - -� -�- SIGNAL. 1 1 ALUMINUM NI MPLETE W/ MORIZ.MDJNTING BRACKET ©�---- - -� -�- r 1 1 ALUMINUM COMPLETE 1 1 BRACKET ©�—--- - - © — ©- -FED-ESTRIAN SIGNAL. 1 N 12' INCANDESCENT ©�---- - -� -�- 11 • DETECTOR 1 ® ©- ©--- - -� -�- PEDESTRIAN BETE 1 • ®�- ©--- - -� -�- CONTROLLER ©�---- - - © - ©- TRAFFIC SIGNAL HEAD ASSEKEILY.REMOVAL SIGNAL • REMOVE PEDESTRIAN ®----- - -� -�- DIRECT ��---- - - ® - ®- ILLUMINATED SIGNS ®�---- - -� -�- PANELS .15 OR LESS ®�---- - -� - ©- -SIGN ------------- -------- - - -- -------- - - -- ------------- ------------- ------------- ------------- ------------- ------- - - - - -- ------------- MIAMI-OADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FROM SW 70 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 37 OF NOTES I. ALL TRAFFIC SIGNALIZATION CONDUIT AND WIRING SHALL BE IN ACCORDANCE WITH SIGNALIZATION PLANS AND SHALL BE SUFFICIENT OUANTITY FOR COMPLETE INSTALLATION. 2. ALL HARDWARE INCIDENTAL TO THE COMPLETE SIGNALIZATION AS INDICATED ON PLAN SHEETS AND SUMMARY OF OUANTITIES SHEET SHALL BE INCLUDED IN THE COST OF ITEMS SUPPLIED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE ASSEMBLY WHEN SPECIFIED IN THE TABULATION OF QUANTITIES. 4. WHEN TWO, THREE. AND FOUR WAY SIGNAL HEAD BRACKETS ARE SPECIFIED, THE TOP BRACKET SHALL BE CONSTRUCTED OF HOLLOW CAST ALUMINUM AND THE BOTTOM BRACKET SHALL BE CAST ALUMINUM,BOTH WITH STAINLESS STEEL STUDS. WASHERS. ANO NUTS. 5. SIGNAL HEADS SHALL BE OF CAST ALUMINUM AND SHALL HAVE FLAT BLACK BODIES WITH FLAT BLACK TUNNEL VISORS AND DOORS. THE SIGNAL LENSES SHALL BE GLASS. 6 ALL GROUND RODS SHALL BE COPPER CLAD V XIO'-O' SECTIONS WITH BONDING WIRE AND CLAMP. 7. LOOP DETECTORS SHALL BE TWO- CHANNEL 'SCANNING'TYPE SHELF MODEL WITH RELAY FAIL CALL OUTPUT PER MIAMI -DADE COUNTY SPECIFICATIONS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPENSATING BELL SOUTH FOR PROVIDING AND CONNECTING SERVICE PICK -UP. THE CONTRACTOR SHALL ALSO PROVIDE PULL WIRE FOR BELL SOUTH SERVICE CONDUIT. 9. THE CONTRACTOR SHALL CONTACT FPBL AND BELL SOUTH REPRESENTATIVE PRIOR TO INSTALLING CONDUITS TO THEIR MANHOLES. THE SERVICE CONDUIT SHALL BE BROUGHT TO THE MANHOLES FROM THE SIDES AND NOT THE TOP. 10. CONTRACTOR SHALL REPLACE ENTIRE SIDEWALK FLAG WHEN SIDEWALK IS DISTURBED BY CONSTRUCTION. CONTRACTOR SHALL RESTORE EXISTING PAVEMENT MARKINGS DISTURBED BY TRENCHING OF SAW CUTTING. 11. INSTALL SPARE CONDUIT OF EQUAL LENGTH TO SIGNAL CONDUIT WITHIN SAME TRENCH. R E V I S 10 N S o..H. a.�.. DATE DATE 8Y DESCRIPTION GATE BY DESCRIPTION DATE BY DESCRIPTION PELi.n.c x.. 67393 NAME DATE NAK R MIC wOWS DEPARTMENT 7355 N Ke.d.l Or re Smote eBB DESIGNED DRAWN NIGNWAY OIYISI�1 �� NtK.M.iwJ..5 Br D.D. BY MIaM�_ -1 SIGNALIZATION PLANS P N OB51675 -2355 D�CNED OECKEO SMPN P.0— [ENTER Fm13051670-211, Br AM. Bi A•K ICOIltIT'.Y N�nLL ALMo MIM englneerl '9 Cert:r_'.7 Alow....n No- 7181 51pEAYISED Br: &[A NII$2.P.E —Wb ......- o i it • r MIAMI -DARE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FRO14 SW 78 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 39 OF rnNTROLLFR OPFRATTON 1. MAJOR STREET :SW 62 AVENUE MINOR STREET: SW 70 STREET 2. FLASHING OPERATION: YELLOW - SW 62 AVENUE RED - SW 70 STREET 3. SOP: AS SHOWN 4. PED MOVEMENTS 4 AND 8 ARE UPON ACTIVATION ONLY. PED MOVEMENTS 2 AND 6 ARE ON RECALL. S.O.P.2 (MODIFIED) Pte_ -> P2 P= 2F 2F PE —P6 B PHASE I PHASE 2 PHASE 3 LEE�TF 2 TF 3 0 +6) 0 +© ® +® NOTFS: I. SIGNAL TIMING IS TO BE PROVIDED BY MIAMI -DADE COUNTY TRAFFIC SIGNALS AND SIGNS DIVISION 2. MAINTAIN EXISTING ELECTRIC POWER SERVICE AND SERVICE DISCONNECT 3. MAINTAIN EXISTING TELEPHONE SERVICE 4. PAY ITEM 690 -100 INCLUDES THE REMOVAL OF EXISTING PULL BOXES 5. ALIGN PEDESTRIAN SIGNAL HEAD WITH CENTER OF FAR -SIDE END OF CORRESPONDING CROSSWALK REMOVAL ITEMS 690-1071 8 EA 690 -33 -1 80 LF 690 -50 1 EA 690 -70 4 EA 690-80 1 EA 690 -90 1 PI 690 -100 1 PI Iones ITEMS 635 -1 -11 2 EA 660 -2 -101 5 EA rnNTROLLFR IT MS 632 -7 1 1 PI 635 -1 -11 5 EA 660 -1 -109 3 EA 670 -5 -120 1 1 AS DETECTORS FOR LOOPS LOOP P2 P4 P6 PB 0 Q I DDP AND c;frNAL cnNOLJIT S 2 2 4 6 8 ❑QQ� L -5 I I Z Y EY- 4G- G 2 R Y G `, SW 62 A ♦ ®� 630 -1 -13 707 LF 5-SECT.. I -WAY 3- SECT., 1-WAY PED. SIGNAL Paul Tevis Rd a 20 40 1 AS 650- 51 -511 7 AS 650- 51 311 COUNTDOWN 1- SECT., 1 -WAY D3 -1 nWE REnwNiNA SCALE IN FEET 8 AS 72'X24' (INTERNALLY ILLUMINATED) DDN, DDSs 653 -191 2 EA ro�DSs 699-1-1 Z=A'N R10-3E 4 E 205' i ' fSw 70 ST 700 -48-18 1 1 EXIST. R/W LINE EXISTING POLE (TO BE REMOVED) li x O i y CXIST. R /W LINE 03-1 72'X24" (INTERNALLY ILLUMINATED) 1 EL 1 B -1 EL 11.69 2 EA 11.20 1 ? 1 699- 1 -1 STA. = 26 +09.67 (31.9' LT) I m k I^ STA. = 26 +83.24 (40.3' LT) rnNTROLLFR OPFRATTON 1. MAJOR STREET :SW 62 AVENUE MINOR STREET: SW 70 STREET 2. FLASHING OPERATION: YELLOW - SW 62 AVENUE RED - SW 70 STREET 3. SOP: AS SHOWN 4. PED MOVEMENTS 4 AND 8 ARE UPON ACTIVATION ONLY. PED MOVEMENTS 2 AND 6 ARE ON RECALL. S.O.P.2 (MODIFIED) Pte_ -> P2 P= 2F 2F PE —P6 B PHASE I PHASE 2 PHASE 3 LEE�TF 2 TF 3 0 +6) 0 +© ® +® NOTFS: I. SIGNAL TIMING IS TO BE PROVIDED BY MIAMI -DADE COUNTY TRAFFIC SIGNALS AND SIGNS DIVISION 2. MAINTAIN EXISTING ELECTRIC POWER SERVICE AND SERVICE DISCONNECT 3. MAINTAIN EXISTING TELEPHONE SERVICE 4. PAY ITEM 690 -100 INCLUDES THE REMOVAL OF EXISTING PULL BOXES 5. ALIGN PEDESTRIAN SIGNAL HEAD WITH CENTER OF FAR -SIDE END OF CORRESPONDING CROSSWALK REMOVAL ITEMS 690-1071 8 EA 690 -33 -1 80 LF 690 -50 1 EA 690 -70 4 EA 690-80 1 EA 690 -90 1 PI 690 -100 1 PI Iones ITEMS 635 -1 -11 2 EA 660 -2 -101 5 EA rnNTROLLFR IT MS 632 -7 1 1 PI 635 -1 -11 5 EA 660 -1 -109 3 EA 670 -5 -120 1 1 AS DETECTORS FOR LOOPS LOOP NO. OF LOOPS N0. OF NEW DETS. L -4 2 1 L -5 I I L -B 2 1 EXISTING AT &T SERVICE POI 2nd POLE SOUTH OF SW 701 (TO REMAIN) 635 -I -11 1 EA 639 1 -13 1 AS 630 -1 -13 332 LF 639 -2 -1 332 LF EXIST. 639-2-17 199 LF .W SW 62 AVE & Sw 70 ST (ID NO.4677) RE V IS I ON S u.= "Nr67 DATE PUBLIC WIIPoCS DEPARTMENT P,E License No. 67393 NAVE DATE NAME DATE BY DESCRIPTION DATE BY DESCRIPTION GATE BY DESCRIPTION 7322 N Ke 4d 10n Suite <BB DES1creD DR— HIGHWAY DIVISION S IGNAL I ZA T ION PLANS ff� Niemi, FlondA 33156 p @[KED D� [fEIXEO M MIAMI -OAOE Phone 170967E-2TJB SIEAxp A. MRK tsxrtA Fe.:17�1670-2351 fir a1E er Ax nC�T.Y m w I sr engLneerLng Cer Liflce4 oT WUgriteUOe No. 7164 SDPERVISED BT: E11A NLWZ.P.E.NO. 76 IKYe.FLWDk ]]I1B LLW 5- SECT., 1-WAY 1 AS 650- 51 -511 ffl4❑©® R Y G 3- SECT., 1 -WAY 7 AS 650- 51 -311 �2 P4 P6 P8 PED. SIGNAL COUNTDOWN 1- SECT., 1 -WAY 8 AS 653 -191 CONTROLLER OPFRATION 1. MAJOR STREET :SW 62 AVENUE MINOR STREET: SW 64 STREET 2. FLASHING OPERATION: YELLOW - SW 62 AVENUE RED - SW 64 STREET 3. SOP:AS SHOWN 4. PED MOVEMENTS 4 AND 8 ARE UPON ACTIVATION ONLY. PED MOVEMENTS 2 AND 6 ARE ON RECALL. S.O.P.2 (MODIFIED) P_ -0.�2 p �6 2- tj N PHASE 1 PHASE 2 PHASE 3 TF 1 TF 2 1 TF 3 @-@ 0 +© (D-@ i "a. 1. SIGNAL TIMING IS TO BE PROVIDED BY MIAMI -DADE 690 -10 COUNTY TRAFFIC SIGNALS AND SIGNS DIVISION. 2. MAINTAIN EXISTING ELECTRIC POWER SERVICE AND 3 u SERVICE DISCONNECT 3. MAINTAIN EXISTING TELEPHONE SERVICE V 4. PAY ITEM 690-100 INCLUDES THE REMOVAL OF 690 -80 EXISTING PULL BOXES 5. ALIGN PEDESTRIAN SIGNAL HEAD WITH CENTER OF 690 100 FAR -SIDE END OF CORRESPONDING CROSSWALK SIGN DETAILS W L �] 0 SW 62 AV /Pal Tevis Rd Ofer Ephriem Brown Av D3 -1 72'X24' (INTERNALLY ILLUMINATED) 2 EA 699- I -1 0 [sw 64 ST D3-1 72'X24* (INTERNALLY ILLUMINATED) 2 EA 699- 1 -i REMOVAI ITFMS EXISTING AT &T SERVICE POINT 690 -10 8 EA 690 -20 8 EA 690 -33-1 80 LF 690 -50 1 EA 690 -70 4 EA 690 -80 1 EA 690 -90 1 PI 690 100 1 PI MIAMI -DADE COUNTY PUBLIC WDRKS DEPT, HIGHWAY DIVISION SW 62 AVE FROM SW 76 ST TO SY 64 ST LOOP & SIGNAL CONDUITS PROJECT NO. 20030189 SHEET LY OF O EXISTING AT &T SERVICE POINT 630 -1 -13 539 LF N0. OF NEW DETS. L-4 2 1st POLE SOUTH OF SW 64th ST. L -5 1 1 ®s"R`ROss• -° (TO REMAIN) 63 665 11 I EA DATE �NTBTnR 635 -I -Il 1 EA I (TO BE REMOVED) pESCRIPTION PATE usmN.e 639 -I -13 1 AS Q - .�.<� ...... <. °: i DESCRIPTION 2e 40 o nx.ncmmo 630 -1 -13 280 LF ORRVN Br �4 I SCALE IN FEET o� 639 2 -1 280 LF i . 1 T�«mss [NECKED By ( I I Push RUTTeN rAPERVISED BY; A fA NLNEZ.Pd.Na66Z76 - i I R10 -3E 9'X12' 4 EA I I i 1 i �-EXIS T . R/W LINE 700 -48-18 EXIST. R/W LINE i i I ( I i i EXISTING POLE 1 y. i (TO BE REMOVED) .Np ! is 1 -2 EL 9.16 A -2 EL 10.07 STA. = 46 +51.67 (40.1' LT) I ARM LENGTH = 42' STA. = 45 +68.56 (35.3' LT) i 4 ARM BEARING S2.39'44.69'E ARM LENGTH n n� 635 -1 -11 1 EA ARM BEARING N87.20'15.31'E u n �w 665 ll 1 EA 635 -1 ll 1 EA 665 -11 1 EA EXISTING POLE e� (TO BE REMOVED) A ..:...... ...... ._.. ..... ..., ly y L Y'... 4 i a _ - Exist AT&T eE .. __ ------ _ _ - EXIST. 16 DIWM - -- f_ --- -_ _ - - -v"'' A, 2 ,AS LINE g` 1./. - a t - - -- -# - -- __ ______ - -- ly! I -4 - - m - - - -- .. ... . - ......._..__.., --------------- # EXta- h Wh -------- -Ai 46 s OOPS ITEMS _:.._ .. ... ............ °' ..._..... •/� I I 635 -1 -11 3 EA 660 -2 -101 5 EA � .X i 8 CONTR01 I FR ITEMS 632 -7 -1 1 PI 635 -i -11 5 EA 660 -1 109 3 EA s7e -5 -12e 1 AS DETECTORS FOR LOOPS LOOP NO. OF LOOPS N0. OF NEW DETS. L-4 2 1 L -5 1 1 L-8 2 1 NEW CONTROLER E STA. 45 +53.24 (35' RT) C A' .; EL 10.33 STA. = 45 +68.85 (41.7' RT) ORChe ORRmnR P.C. L;ee�se Na 673ti3 7302NK.<d.IDn+e.sR�t<NBa VOR M,_,FIo d 33156 Phon (305) 67B-2M F. q�,1670'2351 en9LneerL 19 Ce.11rtoRte or Althwaaum� X0.7184 ARM LENGTH = 48' 1 ARM BEARING = N2'19'41.49 -W 665 11 I EA DATE PUBLIC WORKS DEPARTMENT HIGHWAY DIVISION MIAMI -DADE SMPNEN P.6AKK CENTER I Itt M1 t st ,...__ MINtL rL01�]]178 EXISTING POLE I (TO BE REMOVED) pESCRIPTION PATE EXIST. R/W LINE ;I 1 I m 1 1 1 I 1 1 W1 1 I I i I _ I I I I I 1 I 1 I r J li I� 6.rr r .....:.. Ir 1: Y C -2 EL 10.59 ! iT STA. = 46 +55.60 (37.2' RTI l' ARM LENGTH = 40' I I'1 ARM BEARING = S8 7.14'21.02'W �: 635 -1 -11 I EA EXISTING POLE ( TI (TO BE REMOVED) I (' EXISTING CONTROLLER L (TO BE REMOVED) I: rti XIST.R /W LINE 1 1 EXISTING FPL SERVICE POINT. 2nd. POLE EAST OF SW 62 AVE. (TO REMAIN) 1; 635 -1 -11 1 EA 639 -1-13 1 1 AS EXISTING 6.4' 630 -1 -13 156 LF CONC. SIDEWALK 639 -2-1 156 LF SW 62 AVE & SW 64 ST (ID NO.4674) REVISIONS ORChe ORRmnR P.C. L;ee�se Na 673ti3 7302NK.<d.IDn+e.sR�t<NBa VOR M,_,FIo d 33156 Phon (305) 67B-2M F. q�,1670'2351 en9LneerL 19 Ce.11rtoRte or Althwaaum� X0.7184 N RME MTE LARNE DATE PUBLIC WORKS DEPARTMENT HIGHWAY DIVISION MIAMI -DADE SMPNEN P.6AKK CENTER I Itt M1 t st ,...__ MINtL rL01�]]178 SIGNALIZATION PLANS DATE BY pESCRIPTION PATE BY DESCRIPTION DATE I BY DESCRIPTION DESIDN<B Br D.o. ORRVN Br B.c . [NECKED By aM. CP ma Br R.K rAPERVISED BY; A fA NLNEZ.Pd.Na66Z76 SIGN NAME home STATpNfSI STATA' NSI QL/ANTITY I I tone WIDTH 6' -0' 2 HEIGHT HEIGHT 2' -0' 3 BORDER WIDTH BORDER WIDTH I' 4 CORDER RADII BORDER RADII 3' 5 PANEL COLOR PANEL COLOR I Green LEGEND Whlle LEGEND WA/ le SYMBOL(S) ANGLE BORDER Wh/le X SYYBOUS) ANGLE X r W/D HT M/Y R NUY R OF LUE NT/YBER EaiE OF WE YN S LEATiTH COPY 3 w 7 o 1 s r 6'-0" 4.6' 6,. 8 sw Av "D N u.4° R" Tetiis* N BORDER // 49.9" J3.4" R =3" TH =I " IN =0.5" r 4.6" 8 "D 11.4" �-© ©_m©_mm_m-______---__ rqmwmm®©mm© =mm =-__-____--_- SIGN NAME name tome STATpNfSI 6' -0" _ 6„ r"D - 8BORDER I l0"D Sw 70 l D 6" 16 " BORDER 6.15" 59.7" 6.1 " R =3" TH =1" IN =0.5" OVANTITY I I I none WIDTH 6' -0' 2 HEIGHT HEIGHT 2-0' 3 3 BORDER WIDTH BORDER WIDTH 1' 4 14 CORDER RADII BORDER RADII 3' 5 15 PANEL COLOR PANEL COLOR Green LEGEND LEGEND Whlle BORDER Whlle SYMBOL(S) ANGLE SYMBOUS) ANGLE X r W/D HT M/Y R NUY R OF LUE 11 YM / AV LENGTH COPY 3 w 7 o 1 s r L SPACE 6.1 13 27.9 36.3 52.8 59.7 59.7 COPY SPACE COPY SPACE COPY SPACE COPY SPACE COPY I�El SPACE MIAMI -DADE COUNTY PUBLIC WOWS DEPT. HIGHWAY DIVISION SW 62 AVE FROM SW 70 ST To SW 64 ST PROJECT NO. 20030189 SHEET 42 OF 5.2' 2' :T5;,-9 " 8 "D sw 62 Av ;4. 8 D �v /p.8" Obr EprNu down Av ' 10.8° BORDER 62.8" R =3" TH =1" IN =0.5" SIGN NAME tome STATIONS) Q(/ANTITr I I none WIDTH 6' -0' 2 HEIGHT 2' -0' 3 BORDER WIDTH 1' 4 CORDER RADII 3' 5 PANEL COLOR Green LEGEND Whlle BORDER lWhIte SYMBOL(S) ANGLE X r W/D HT M/Y R O� YN / AV 11TrTN 9-m IB'D 64 ST D [SW /p "D N6,. 6„ 6„ BORDER J' 60.2" " R =3" TH =I" IN =0.5" P.EDL�ceneS6iNa 6783 7700 N Bendel d.e. Su6 400 100 Miem.05)67e 1350 Ph... 05, 70 -23550 Fee 11051670 -2351 engLneerLng [ergimere of atho.ueuon xo. 7194 NOME 6A7E XeME °ATE -••.! PLSLIC WORKS OEPARTKNT MIAMI -ETADE HIGHWAY DIVISION SIGNALIZATION PLANS OEIXE° �yy� _ StEVxD! P.pMB CFNIEA AM Br P.M. yyyP�Ti y( NI.L�LLMV M128 ELIA NWE2. Pi. Nu 66276 MIAMI -GAGE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 92 AVE FROM SW 70 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 47 OF MAST ARM DATA GFNERAL NOTES• L DAOE COUNTY CLASS NUMBER WAS BASED ON STEEL MAST ARM DETAIL PROVIDED IN PLANS (SHEET NO.441 2.ORIENTATION IS 90'TO ROADWAY, 1 DIMENSIONS ARE IN FEET, 4- HANDHOLE ORIENTATION IS W UN-ESS OTHERWISE NOTED IN PLANS. R E V I S 10 N S L2 e�ro P.E. License Na 6739] ". _ 73RR N Kendal pnw.s�� <ee MIeml,Florde 33156 Phone 17851670- 2350 Fm:111fI" 4351 englneerEng Ce.NFieere of Aflho '.. n Na 7181 UPRIGHT POLE DATA (ORIENTATION STREET LIGHTING LUMINAIRE TRAFFIC MAST ARM DATA xaxE COLOR PUBLIC W IWS DEPARTMENT HIGNWAT DIVISION MIAMI-DADE .. SrEPxEx o. puK (Ex1ER ni w 1 s+ �� xIM1l Pl0� 1)i76 MAST ARM DATA DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION o6slcrEO Rr AA. NRRVx er uc CIkCKEO Rr I+W [1EIXE0 e. SUPERVI¢0 Br: FLIP NWEL. P.E.Na 662)6 SW 62 AV SW 70 ST INTERSECT I.D. SW 62 AV SW 64 ST INTERSECT I.D. 4674 GFNERAL NOTES• L DAOE COUNTY CLASS NUMBER WAS BASED ON STEEL MAST ARM DETAIL PROVIDED IN PLANS (SHEET NO.441 2.ORIENTATION IS 90'TO ROADWAY, 1 DIMENSIONS ARE IN FEET, 4- HANDHOLE ORIENTATION IS W UN-ESS OTHERWISE NOTED IN PLANS. R E V I S 10 N S L2 e�ro P.E. License Na 6739] ". _ 73RR N Kendal pnw.s�� <ee MIeml,Florde 33156 Phone 17851670- 2350 Fm:111fI" 4351 englneerEng Ce.NFieere of Aflho '.. n Na 7181 xnnE DATE xaxE parE PUBLIC W IWS DEPARTMENT HIGNWAT DIVISION MIAMI-DADE .. SrEPxEx o. puK (Ex1ER ni w 1 s+ �� xIM1l Pl0� 1)i76 MAST ARM DATA DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION o6slcrEO Rr AA. NRRVx er uc CIkCKEO Rr I+W [1EIXE0 e. SUPERVI¢0 Br: FLIP NWEL. P.E.Na 662)6 b v .,-It Steel Gratieat sea Detail- inlet Etevatlen as sha,rne- to Plants. y 0 Steps..�r Construttion Joint Permitted -7— Provide steps far c depths Presler m than fQ' -a•. ..e - construction Joint Permitted-. P L A-W il"E: tat and :3and Hari out of .rr,; of Pips aiteA Amiciessary. Bars to clear Pipe I#•. Conotruetlan horot 'slotted. V ;. S•_a• =1 ON 0-8 SE n um A A Holt,: All Rtinfofcinp Steel Bars Ara 12" Ctrs. GUTTER I NLET T1TPE V F(M PIKS 24" e141tt. AM MER For details of J °8 oar xte Ind" No. 6sa -ol, Iltld Nit tatelmt to L atlh V MIAMI-DADE COUNTY PUBLIC WORKS DEPT, HIGHWAY DIVISION SW 62 AVE FROM SW 78 ST TO SW 64 ST PROJECT NO. 20030109 SHEET __g_ OF ua. xM a tratt waacr rv. rarx _w GENERA. NOTES !' 1 All exposed edges and Learners shall be tooled to /4 n radius. 2 For supplamenlary details see index Aa. 201 $ This inlet was designed for village swales, ditches, oc ather areas subject to heavy wheel toads where debris is minimum and it is subject to pedestrian and/ or bicycle traffic. 4 When aliernot -e a& °" grave is specified III plans, the grate is to be hat dipped gotvinized after fobricotion. Grote and iop at structure shall be true to grate shown on plans . Siff, WING DETAIL Tito t{a UIXE"u FEA INLET 5• Stet, DatianA Plain Baia S• %'N• latt"t474ta Bari Tg+x-'vo Aetiar7l{n0 bars +t-t• STEEL CECA {AD: lfilultifiMAEB eT 9090'M FtORIM MM. IAVIRl RELIANCE, 01MILICII IAA tWALt. {7anieSF atNEPtrrsd anaa,n ,n Plans! ` may.,,,""„ w.�., r. � o...._ it-a• or A'-B• ........_ _ 14 I (n plans) athtrrise shm+n ne) d ..,....,...4.-.... ._....- — FO WA, - d d 3 OAOE COUNTY PUBLIC WOM OEPARIMEN1 ifttihiYYAY D'IVtSiC/j�NYfj �J'} 2 WNI M3v,abeY _ d1.. Mu.10r, LF no. droar.. - L.0 ea[CR i T! e. is' 1 alrr eep 3 -G2 Rtriedde, Boll Mrnr to ,d. raoros[o i T" a it FOR PIPES SO�tJlAM.AfiOLARGER trF ILeIdd�a.,dtaII•G3 Rev. Dinsnti sowlrrta sic P` rrrao.cv Ia TT nt.1 I f eo*d ash .+..J, L F A erne -- fd.7y lAnr'D.bu7.t�' Inatn: often on eai7adsr evr li-G l,odGer aarrY.`.. ►raa. aa[ar _.... ar .. R E V I S I O N S E—" ".6 PUBLIC WOWS pEPARit {NT P.E l:cene Na 66276 N.PC Dp1E X °� °0TE HIGHWAY OIvIS ART K' INLET TYPE V DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION 730011- d.IDn..,S,6.660 LIVE DBavx MIAMI -DAtDE 14, —Flo. d 33156 CN. Br 0.L 10RE Ph=3051670 2350 4x [ BIXED .11 S,EP"EMIP D..rr CFN,FB O G I 0 Fm::Ir)1704351 _COUITt" 4 of No. 71& BY: ILIA NINE2.P.E.N,66276 - ,NNrL Cla,O. vRr d,_ys P r iJj �? • "" ° t 1 b 1 n Z' Claw y 2• Clear s =1 ON 0-8 SE n um A A Holt,: All Rtinfofcinp Steel Bars Ara 12" Ctrs. GUTTER I NLET T1TPE V F(M PIKS 24" e141tt. AM MER For details of J °8 oar xte Ind" No. 6sa -ol, Iltld Nit tatelmt to L atlh V MIAMI-DADE COUNTY PUBLIC WORKS DEPT, HIGHWAY DIVISION SW 62 AVE FROM SW 78 ST TO SW 64 ST PROJECT NO. 20030109 SHEET __g_ OF ua. xM a tratt waacr rv. rarx _w GENERA. NOTES !' 1 All exposed edges and Learners shall be tooled to /4 n radius. 2 For supplamenlary details see index Aa. 201 $ This inlet was designed for village swales, ditches, oc ather areas subject to heavy wheel toads where debris is minimum and it is subject to pedestrian and/ or bicycle traffic. 4 When aliernot -e a& °" grave is specified III plans, the grate is to be hat dipped gotvinized after fobricotion. Grote and iop at structure shall be true to grate shown on plans . Siff, WING DETAIL Tito t{a UIXE"u FEA INLET 5• Stet, DatianA Plain Baia S• %'N• latt"t474ta Bari Tg+x-'vo Aetiar7l{n0 bars +t-t• STEEL CECA {AD: lfilultifiMAEB eT 9090'M FtORIM MM. IAVIRl RELIANCE, 01MILICII IAA tWALt. {7anieSF atNEPtrrsd anaa,n ,n Plans! ` may.,,,""„ w.�., r. � o...._ it-a• or A'-B• ........_ _ 14 I (n plans) athtrrise shm+n ne) d ..,....,...4.-.... ._....- — FO WA, - d d 3 OAOE COUNTY PUBLIC WOM OEPARIMEN1 ifttihiYYAY D'IVtSiC/j�NYfj �J'} 2 WNI M3v,abeY _ d1.. Mu.10r, LF no. droar.. - L.0 ea[CR i T! e. is' 1 alrr eep 3 -G2 Rtriedde, Boll Mrnr to ,d. raoros[o i T" a it FOR PIPES SO�tJlAM.AfiOLARGER trF ILeIdd�a.,dtaII•G3 Rev. Dinsnti sowlrrta sic P` rrrao.cv Ia TT nt.1 I f eo*d ash .+..J, L F A erne -- fd.7y lAnr'D.bu7.t�' Inatn: often on eai7adsr evr li-G l,odGer aarrY.`.. ►raa. aa[ar _.... ar .. R E V I S I O N S E—" ".6 PUBLIC WOWS pEPARit {NT P.E l:cene Na 66276 N.PC Dp1E X °� °0TE HIGHWAY OIvIS ART K' INLET TYPE V DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION 730011- d.IDn..,S,6.660 LIVE DBavx MIAMI -DAtDE 14, —Flo. d 33156 CN. Br 0.L 10RE Ph=3051670 2350 4x [ BIXED .11 S,EP"EMIP D..rr CFN,FB O G I 0 Fm::Ir)1704351 _COUITt" 4 of No. 71& BY: ILIA NINE2.P.E.N,66276 - ,NNrL Cla,O. vRr 01111 II 1-v �FL RI see ; a a 1ai11I�11R111R11N •I,Illi AT>•• fialuji.Mg— �;-Zj OOP A.NT) FLOOR SLAB TAKE TilsL" "J' ALT. -A' ALT. "0` SL13 DYER TOP FILLft � 1.0. 111 CORNEA, PLAN OF 518 2. 41AL.L OtiNFORCENENT AND THICKNESS Ott FOR EITM" CAST- IH-�PLACE OR PRECAST CONCRETE UNITS " Pr THAT THE MANUFA.TURCR . 2' 24' N6 0 6" CTRS.. O.N. ".I a 2' w At6 R 61 CTRS. B.N. A HOOPS 6 12' CTRS, 10• pla RISEP At 0 121 ZTRS.Mt, ' gf B E' CTRS, B,W. 6' 164 Keeps 5?RUCTTON Ja1NT 2' I 2O' 16 0'6" CTRS, B.N. tERNITT 6' -0" 6' -0*. T' *vS' OIA B' 97 61 CTRS. R.W. 7' -m !' A' -0• I TO' I rJ TN I CATS i(T ♦ T2" CTRS. #7 61 CTRS.. A.W. IA4 121 iTAS IN K R EYS IM (EMIR 6. RECTANGULAR STRUCTUTES KAY RE 110TA7E0 AS DIRECTED BY THE ENGINEER IN ORDER TO 13. SPECIFIED NITS MAY BE 113 OF NAIi. �� 3 3s T-U AT THE DNtRACTORDS WHEN THESE AT P(AE, 1 o Z1A9 z moo .O k CONFLICTS. SUCH LARGER UNITS SHALL BE FURNISHED r yy RI2.. ADDIrOONAL COST TO THE DEHARTKENT. LARGER ALTERN OR WHEN USED ON SKEW WfH RECTANGULAR INLET THROATS (TYPES S d 61. e i to" 01N_ B. INLET THROATS. RISERS OR MANHOLE TOPS SMALL BE SECURE; TO STRUCTURES APPROVAL OF THE ENGINEER. THIS NOTE APPLIES TO T INDEX ONLY, • WITH A RlNIMYTI Of b - NO. A OARS 1)1 TONG all aT°WR OR INDEX N008D.p L OOP A.NT) FLOOR SLAB TAKE TilsL" "J' ALT. -A' ALT. "0` SL13 DYER TOP SLAB REIWFORCINO . TOP S'FL.OW SLABS 1.0. 111 TNiCK N1N. WAX, 2. 41AL.L OtiNFORCENENT AND THICKNESS Ott FOR EITM" CAST- IH-�PLACE OR PRECAST CONCRETE UNITS " Pr THAT THE MANUFA.TURCR a", 2' 24' N6 0 6" CTRS.. O.N. ry1�CAg�TpION AND FLOOR SLAB' TN C6RE557AT:D REINtONCENEN I�AEFFdK "ai.L tYI?ES"O 6' 2' 231 At6 R 61 CTRS. B.N. S. 5I-0" 10• 2' 27' gf B E' CTRS, B,W. 6' 6-0- e' 2' I 2O' 16 0'6" CTRS, B.N. 6' 6' -0" 10' 2' 25' 97 61 CTRS. R.W. 7' -m !' A' -0• I TO' I 2' 1 11' • 1 #7 61 CTRS.. A.W. <� ,ALL6ARDUNO GENERAL NOTES. T. 1 10. ALL STEEL GARS SHALL HAVE Ik- RINImuo COVER UNLE: BRICK. OUr RECTANGU.AR STAMTUBES (ALTERNATE "0") SMALL BE CONSTRUCTED Of P{ A m ORRER Fi LL.CT CONCRETE ONLY. THE CONCRETE PAY It CAST -IN -PLACE OR PRECAST. NOB12OH7A1 STEEL IN PECIANGU:AR STRUCTURES SMALL 2. 41AL.L OtiNFORCENENT AND THICKNESS Ott FOR EITM" CAST- IH-�PLACE OR PRECAST CONCRETE UNITS " Pr THAT THE MANUFA.TURCR OE LAPPED A NIHINUk Or 2a am OIAKETERS AT COARL'i ON PRECAST UNITS, FLOOR SLAB: NET BE SECURED TO NAT FURNISH PRECAST CIRCULAR WITS IN ACCORDANCE *WW*�IT[H[ A. S,t,,�pRp. SPEC) C -478 UP to 72- IN DIREA.. OR PRECAST CIRCULAR UNITS A,S.T.1(: STRU 10AC MALLS BT HO. A DOHEL 6AR5 IIA MINIMUM OOi,'E'n PUSI?EO INTO THE WtT CONCRETE AFTER TKE ry1�CAg�TpION AND FLOOR SLAB' TN C6RE557AT:D REINtONCENEN I�AEFFdK "ai.L tYI?ES"O F-0 tER A i 12s CTRS. CQHS}Rtl ti °SOP S. BDTH 14A S. fill . THE CENTER ONE -THIRD OF THE WALL. THIS KODIFICATION IS FOR PRECAST CIRCULAR UNITS 6x PRODUCED IN ACCOP.DARCE WITH ASIA C -76. BDx, FRAME CAR IF AD JUSTEO VIIN FROM ONE TO 51IT ON JOINT TOP AND FLOOR SLABS FOR Tftf J UNITS AND TYPF 7 HANIHILE TOPS SMALL BE OF CL44:5 al COi,41SES v $RICK. PERNITTm, - 5, S I JUNUaLT YOP 7TPF. a r1AV BE OF COSY- IR -YLACF OR PRl CONEK:TQ CONSTRUCTION OR BRI:X fONSTRW ,10K. Cof rl� E• CONCRETE CONSTRUCTION, THE CONCRETE AND STEEL REI BE CALLED AN INLET TYPE J -2 IN THE PLANS. THE CONTRACTOR MAY AT HIS OPTION USE FOREEMENT SHALL BE. THE SAKE AS TKC SUFPOR7ING WAL IN LIMY. AN ECCENTRIC CONE NAT BE USED. 6. RECTANGULAR STRUCTUTES KAY RE 110TA7E0 AS DIRECTED BY THE ENGINEER IN ORDER TO 13. SPECIFIED NITS MAY BE 113 rACILITAT£ CONNECTIONS BETWECN THE STRUCTUAE WALLS AND STORM SEWER F17ES. 3 3s T-U AT THE DNtRACTORDS WHEN THESE AT WILL HOT CAUSE °R INCREASE TEE SEVERITY OF UTHESE T. .O k CONFLICTS. SUCH LARGER UNITS SHALL BE FURNISHED r STRUCTURES ARE USED Ik L'ONJUICTION WITH CIRCULAR INLET THROATS (TYPES 1. 2. 3 L A) ADDIrOONAL COST TO THE DEHARTKENT. LARGER ALTERN OR WHEN USED ON SKEW WfH RECTANGULAR INLET THROATS (TYPES S d 61. ALTERNATE "As ALTERNATE OB" t 3. -6s UNLESS OTHERWISE SHOW IN PLAN MAX. B'-Us. SEE STAB TABLE. T NLET, N All Nott. JEI`NCTI CN 90.1 TYPE J 9 t „ ) j T I MANHOLE YCP TYPE 0 I t NOTE: DETAIL SHOWN IS FOR BRICK CAMSTAUCTION. j{1 I . • ' i C A m BASS IN BOTTOM NOW D6 A S" CTRS. - A. EH ;L I TO FIT OUTSIDE OINSt04S OF JUNCTIPh ` PLAN VIEW ABOVE FDA BOTH WATS c N " "" A LOCATION), 1 N6 1 6" CTS. WAYS. - OPTIONAL KEY T OPTIONAL ACT 6'-a" SEE NOTE 8)T. , SEE ROTE X111, OE 7' -0• DIA. WALL THICKNESS •T/2 .. Ji1 n ON BOX OR AKT) ON BOX OR NAISCILE TOP TYPE. 7-T �-. NAI1W TOP TYPE 7 -NT FOR LASE WHEN TOP SLAB IS SUBJECTED TO WACOL LOADS 114.20) FOR USE WAIN TOR. SLAB .IS NOT SUBJECTED TO WHEEL LOADS (TRAFFIC) (NON - TRAFFIC) MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY 01 VISION SW 62 AVE FROM SW 79 ST TO SW 64 ST PROJECT NO. 20030189 SHEET _A_ OF . ✓/ IN. r N141p R R�.N 2'1f ALL AROIk@ 121 FJLL.£T €A {OANER SEE 11OT£ A'6, PLAN CORNER FILLET 2 ALL. iROUNr.) rT ^. A!A R 120 CTTd. : ADTBAlAYS, ' JOINT 1I1TED '" I TPA ! 91 CTRS, 00TWA VS ALTERNATE "A" ALTERNATE V I INLET. MAW4161 E. JONtTI ON 80X TYPE P REVISIONS Ell. N... DATE PUBLIC VACS pEPARihENT P,11.— N. 66276 —E DATE NR^E INLET MANHOLE JUNCTION DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY OESCRIPTION 7380 N N..,d,I A.....SN 660 DESM IRNNN HI(iTNAY DIVISION / / M—.1'tN.d 33156 Br F.. Br ac MIAMI -DADE IL Ph..c(309678-23.50 —11U [,EIXEO .' saoxn+�'nnx axSEn BOX TYPES J &P (DSB -0U Fa.:130i167B-2351 r aN. er art ni xN I s5 eng,neer,ng Ce'f_c 30 WNP.ueNa 7184 TY, gWyttaRm. iota SUPERVISED By, WA N1NE2.PF.Na66276 GENERAL NOTES. T. WALLS OF CIRCULAR 3TATIOTURES (ALTERNATE "A•) 00 BE CONSTRUCTED OF CtNtRETE OR 10. ALL STEEL GARS SHALL HAVE Ik- RINImuo COVER UNLE: BRICK. OUr RECTANGU.AR STAMTUBES (ALTERNATE "0") SMALL BE CONSTRUCTED Of Q7NERWISt SNM, AND SHALL RE HOOICEG "At 1101 {A' CONCRETE ONLY. THE CONCRETE PAY It CAST -IN -PLACE OR PRECAST. NOB12OH7A1 STEEL IN PECIANGU:AR STRUCTURES SMALL 2. 41AL.L OtiNFORCENENT AND THICKNESS Ott FOR EITM" CAST- IH-�PLACE OR PRECAST CONCRETE UNITS " Pr THAT THE MANUFA.TURCR OE LAPPED A NIHINUk Or 2a am OIAKETERS AT COARL'i ON PRECAST UNITS, FLOOR SLAB: NET BE SECURED TO NAT FURNISH PRECAST CIRCULAR WITS IN ACCORDANCE *WW*�IT[H[ A. S,t,,�pRp. SPEC) C -478 UP to 72- IN DIREA.. OR PRECAST CIRCULAR UNITS A,S.T.1(: STRU 10AC MALLS BT HO. A DOHEL 6AR5 IIA MINIMUM OOi,'E'n PUSI?EO INTO THE WtT CONCRETE AFTER TKE ry1�CAg�TpION AND FLOOR SLAB' TN C6RE557AT:D REINtONCENEN I�AEFFdK "ai.L tYI?ES"O SLAT IS PLAtfO. CQHS}Rtl ti °SOP S. ELLIPTICAL STEEL ASTH SPECIFICATION C -76, TABLE 811, •B° WALL. IS MWIFiED TO USE A CIRCULAR CATrE f bfi£EL AREA EOJAL 0 THAT OF ENE ELLIPTICAL CAOC AI& PLACED IN 11. TYPE 2 TOp SLABS NAY BE Of CAST -IH -PLACE OR PRECI CONSTAUCTION. THE OPTIONAL aET IS FOR WCAST Ti THE CENTER ONE -THIRD OF THE WALL. THIS KODIFICATION IS FOR PRECAST CIRCULAR UNITS ' 13 IK LtFO OF OOWCI.S. FAANE AND SLAA OPENifR ARE TO BE OMITTED WHEN TOP IS USED OVER A JIMCTII PRODUCED IN ACCOP.DARCE WITH ASIA C -76. BDx, FRAME CAR IF AD JUSTEO VIIN FROM ONE TO 51IT A. TOP AND FLOOR SLABS FOR Tftf J UNITS AND TYPF 7 HANIHILE TOPS SMALL BE OF CL44:5 al COi,41SES v $RICK. CONCRETE. CONCRETi AS SPECIFIED IN ASTN C•478 RAY BE USED FOR PRECAST UMIT5. 12. 5, ANY INLET MANHOLE OR JUNCTION 601 MAT At 'JSEO IN CONJUNCTION WITH ANY INLET THROAT JUNUaLT YOP 7TPF. a r1AV BE OF COSY- IR -YLACF OR PRl CONEK:TQ CONSTRUCTION OR BRI:X fONSTRW ,10K. Cof OR MANHOLE TOP. FOI EXAMPLE, AN INLET UITH A TYPE J DOT: AND A TYPE 2 THROAT WOULD CONCRETE CONSTRUCTION, THE CONCRETE AND STEEL REI BE CALLED AN INLET TYPE J -2 IN THE PLANS. THE CONTRACTOR MAY AT HIS OPTION USE FOREEMENT SHALL BE. THE SAKE AS TKC SUFPOR7ING WAL EITHER ALTERNATE A CR R STRUCTURES, UNLESS OTNEI011SC SKOWH IN THE PLANS, LIMY. AN ECCENTRIC CONE NAT BE USED. 6. RECTANGULAR STRUCTUTES KAY RE 110TA7E0 AS DIRECTED BY THE ENGINEER IN ORDER TO 13. SPECIFIED NITS MAY BE 113 rACILITAT£ CONNECTIONS BETWECN THE STRUCTUAE WALLS AND STORM SEWER F17ES. 3 3s T-U AT THE DNtRACTORDS WHEN THESE WILL HOT CAUSE °R INCREASE TEE SEVERITY OF UTHESE T. THE CORNER FILLETS SWWN FOR RECTANGULAI STRUCTURES ARE NECESSARY ONLY WHEN CONFLICTS. SUCH LARGER UNITS SHALL BE FURNISHED STRUCTURES ARE USED Ik L'ONJUICTION WITH CIRCULAR INLET THROATS (TYPES 1. 2. 3 L A) ADDIrOONAL COST TO THE DEHARTKENT. LARGER ALTERN OR WHEN USED ON SKEW WfH RECTANGULAR INLET THROATS (TYPES S d 61. *A' WITS CANNOT REPLACE ALTERNATE "B' UNITS WITH B. INLET THROATS. RISERS OR MANHOLE TOPS SMALL BE SECURE; TO STRUCTURES APPROVAL OF THE ENGINEER. THIS NOTE APPLIES TO T INDEX ONLY, • WITH A RlNIMYTI Of b - NO. A OARS 1)1 TONG all aT°WR OR INDEX N008D.p L IA. FOR StM1/L£NENTARY DETAILS SEE INDEX ND.O60 -01 AN' 4, STRUCTURES WITH DEPTHS OVER )€' ARE TO BE CHEERED FOR FLOTATION BY :ESIGMER OF 3 -E OR 3-E-1. PROJECT DRAINAGE, UAR COUNTY PUBLIC WOM WAVE N1614WAY DIVISION Q Baru o•BArI on : " :cs , INLET, MANNQL €, „JLJIJCTIQ !O•�A AaR ', raaresca $0X TY'f Eu'R' J P sus *)Arta eTucls�Nnax• —'jk-" rrrx --tea REVISIONS Ell. N... DATE PUBLIC VACS pEPARihENT P,11.— N. 66276 —E DATE NR^E INLET MANHOLE JUNCTION DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY OESCRIPTION 7380 N N..,d,I A.....SN 660 DESM IRNNN HI(iTNAY DIVISION / / M—.1'tN.d 33156 Br F.. Br ac MIAMI -DADE IL Ph..c(309678-23.50 —11U [,EIXEO .' saoxn+�'nnx axSEn BOX TYPES J &P (DSB -0U Fa.:130i167B-2351 r aN. er art ni xN I s5 eng,neer,ng Ce'f_c 30 WNP.ueNa 7184 TY, gWyttaRm. iota SUPERVISED By, WA N1NE2.PF.Na66276 wa al �Iu MAeYNOL.E COVER A,C SURFACE r..- iftetr Flit - - t _ rP" CF I eoAwL't70YQ OV A4v CROSS ORAFN wtTlxYUlr QL.P£r (Tt3?I I RE'PAtL FtPE OF FlAE � a a tOl NO PER ATl0N5 _ _ � AERPbRArry Pte. >. B_ ECr FILL .01. 014 {ORAfN. y-- •'8XLi1SP R0--N 60PTDftE7..lSi1T'PLAIlcI LEND atARflntE - ___.__ ... .-A..1 f-t fL - Gy�l f,TP/C WAV OF E'XFILMArfQ1V ORAIN ADJACFNT 7.'O .-PROPOSED ROADWAY LIWT /NC POLES I' � x X , f r7.OE /,S 7FT o"? LES5 FROM C 3A5_i r9fi"r ioWrAViCT(AY TOP MIAMI -DAOE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FRON SW 70 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 47 OF CAVE COUNTY PVELEC WORKS DEPT. HIC44AY [NVl6FRN PBDttCY MC. SWEET,,., or VARIES - � ^A, C, SYRFitCE�T � �,.sELESr FlLt � � i BkLLASr ROCK or 1 y- LrtrEFVa+r BxSF• -°'' J � } GrdfPROCd' 845E � i a •._- _-- thtIEROCX BASE �''� EI'° x P,E4,d.1 N. 66276 7388 N Mmde10•:w.5wm 66e M—.Flm;d 37156 Ph— pg5, 679 -2350 fm;13Ei1670-2351 Ce 111I r° of Arth°.u°l+on N°. 718/ AFPCr erV TO PIPE aRAxro Ftrr OTRERAVSE -r��•- I A�,,...- •tP "STAA2fZA77A1' LrtVte.P OF COATlA97 FAW O re PREVENT CoAtrAOr O ON PLANS FrrP) �,. VAT11'R TABLE Arf?w OROKr (TYP./ MIAMI -DADE % L£L1 Flt EXrrx, PLt0l PABRlC PER108ATE0 F!F£ !0' N PFRFORAr70.VS Jy P --R4L.LASr ROCK -"" - DATE 1C7 °Tf DRA?!S Y DESCRIPTION FILTER' FAIRRIC 1 dtA 4 BO77?Jd! EL. !S&a< PLAAW eV STFA:?tR�- WRe INLET N i SW SPFClkt AWW'=WS FOR LE£SrRIPMAI Ar a 3TIfF1W rREN6N faLL WILL Nor SrANO VERTICAL D.c .SEL&P TILL r $tLLdST RnCP r PI RFORdTEi Pt PE m wwr C.AY£ -!N onow r-ye w=A T313L£ !3 Lw'Lr, A3,wmAre, dE'C77oN a TO 8£ ILVSO kr AN0 POLYhYOP14FNE FlLTFR AAA= r giilET7RV OF TN£ &VYIlT Ell, TNERE 7YILL • $ rw emr 6W CLNS)TK�CR7A4' Lt� THE FAVF',uRA— ALrcfv AObTTtlg7dL FAYNENr FOR fY11S CR0S9 (lTE7t tfo tfS.TO. PER ZAWAR F00rj_. SPALt' sLYirffil COb4FTR8GT AWSl1lIRY PltlC 8L LTYIE rNr ao5r nF EAZAkar/av eorR aERraadrsv dRO nrN- PERFnAN a u a wir# hi-Ecr )%L. t + VARIES - � ^A, C, SYRFitCE�T � A.0 StYiI�iYCk" .iL SIJRFidGt • or 1 y- LrtrEFVa+r BxSF• -°'' J � } GrdfPROCd' 845E � i a •._- _-- thtIEROCX BASE �''� EI'° x P,E4,d.1 N. 66276 7388 N Mmde10•:w.5wm 66e M—.Flm;d 37156 Ph— pg5, 679 -2350 fm;13Ei1670-2351 Ce 111I r° of Arth°.u°l+on N°. 718/ !P•'STA6ttt A.T /0N-^" t '` r"'r Rs f - -r��•- I A�,,...- •tP "STAA2fZA77A1' �a� !P °ST tt/ZATWB —•R-'� Q S£trcr FILL ^"' oarE MIAMI -DADE % L£L1 Flt EXrrx, PLt0l PABRlC DRAIN (3-E) DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY eV STFA:?tR�- _�RYERLAP F1tTE'R fX8R7C wnvx BY D.c ;,il F 6tAt englnee.ing COb4FTR8GT AWSl1lIRY PltlC rABt.E •' -,,,,, t + E�aED Br Ax .. " " 1 �,..- 1.4vreR Mat ELI° NI ELP.E.NO66216 ` -.._ - ANtBAlWf t` CLEAR 1 _ - 3S`PPFF fEB£FSS ,p= ' ri7p PAW . gE° PIPE fLR2.EBS __. OTNERTtBS£ VM,CArED _. _ -GY aAAS 6mvarm �4e- ,BALIAST ROCRl �- BALLAST liG1S1' 1 Aml. " -,BALLASr RocIr AOTTLLV £L. ISE, FLANSI � / /��^ /p // a TAIL 36 g' -0" urN.l l a.0 FarER XN OR •SPPROVEO -I EouAt. exrAKO FnrFR fAel7x ro Bar- my OF rAEA"Y TNF ME OF MC AXMN FASR•C #ML 8E CONTRV"ffr PION "44P ALTERNATE ORO_S5- ,Sf•CTIFi'LVmcsrtanaT A ar><rcrra Br rRF t�vstN�EA i FOR 44NDY SOIL CtlNDtl)W i Dr?"AtL OF EXFILTRATION DRAo WITH FERFORA7"ED PIPE &D. L. r -T8 ttEM tr,'PS ca`x'1F+— ' cNYC•Gi r% ant —" R E V I S 10 N S EI'° x P,E4,d.1 N. 66276 7388 N Mmde10•:w.5wm 66e M—.Flm;d 37156 Ph— pg5, 679 -2350 fm;13Ei1670-2351 Ce 111I r° of Arth°.u°l+on N°. 718/ ° >� DATE xwE oarE MIAMI -DADE PUBLIC WORIC$ DEPARTMENT HIGHWAY DIVISION smpP P. Ax �ENTEA wwisT Mwl tt0+0e 77;NI DETAIL OF EXFILTRATION WITH PERFORATED PIPE DRAIN (3-E) DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION DESIrrFD BY EK wnvx BY D.c englnee.ing WEC[ED er A. E�aED Br Ax SD AUSED Br: ELI° NI ELP.E.NO66216 L n V V J J ,s b" Threat 'gype 6 $ytaawtricat aflou i t ran S+qe � r Sri ' MOP m-w 5£C7•i'Jp{ MY f"'Rz71 nw D T tv a`` SECTION _ P - . r5rr fY,!Pi17 MMGf SCC71DPT DD 4 qu3fsr OM 1k Cosacr �i•11Nt • � �� .2 -e'a al 1rx�iet. - YA °Chants SECTION "A -A" +ar9a° Ctr.. Vnrt -trdei bast or riser Nor skid floor pate Alemais `6p- Wid,Qdva*ed stsid tow, 3. tar Type 546 Wis. Cara it be hot 4p pdvadeW attM fabriostim Ta be usad wfiera speoltled on INLET TOP MOUIFICw. ION doe pia,a. FOR TYPE "Ea CURB S-1 1 ni .c^rr --'A,ti r G 3 rte.. C:7 C_ O7 ti ,.. L =p.. CS i+s! z) C= C".ri 1v D C:D (_-7 C=) cz> ' SfCTrdV ;4r ��C ?iC— C'�C =7 �1 CAST 1RQN DER TOP v7f.w FMWA A,,prarsd- 5 -4-15 MIAMI -DACE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FROM SW 78 ST TO SW 64 ST PROJECT N0, 28030189 SHEET 4q OF run PROD, K ' 3• a` sMrdorc T � n a m � p W DADS COUNTY PUBLIC WORKS DEPARTME HIGHWAY DIVISION •l cncca ��rG ,yT�/ 11, 44- . • •�ePiPSCP t ��/ -��.i ./.p��J i R E V IS 10 N 5 EHP x""" PNL"� ",, �S 6 »ee x K. °a °1 v.�.�.s. :� sse H:me:,Flw dv 33156 Mane 13651678 2350 Fm:13 11670"2351 [npF,°Cte or ruDxruv"vn H°ME °afE L The finished Vade and slo" of the Wirt tops � to wftrm ° °rE l Tx oc RMIC WOWS DEPARTMENT H(GHYAY DIVISION S�EVxEx v. ¢nee (fxiER M.L'L� av7a CURB INLET TYPES 5 &6 (D C I -02) with Ike fdihed Cross fAlp! and grade at the PMP=tA sidswaDA BY F AL TE1TT DATE BY and/or Parkway. ' DATE BY Td. Vdhcn inive are to be constructed at a eu verrefer to the pans to oESmxea er E.N. determins the radius and,where nowasory, modify the Wo dotaits °x °vx ar D.C. Pr t" Bald steel vem r osgory- Sa€o4ab shawnp,Tdmia fremo eeeees r - nrate shall be rtmo✓abb / 3, At steal in throats shall have IVY" mintmuir, Cower onkas opnr- -rise shawl Inlet throats shall be sithin casl•In-piaCS or praoost DIECKEa BY concrete, , 4, TM CCYner filets thavnt fo rectanoutue throals f YM 686 ) we necessary mot WAsn throats a» to be uredl In saniurmion wlfh afrcada'r inlet bolme at whsa used at skew •wbh recton dar inlet °Doses, raWnie tNSCI, laid Ixst, 6. Sss %nd"D30 -0i for meaaeat laming gate or i'arsr to flees. end o! top hors 6 n' ?has fntst tfroafs were dasipne0 tar use vr9th std. curb 6 Mftfe t( ow � Wier and type E curb. Locale auame of psdedrkn cruse, - traffic N Possible. i 61ops to match adiatsal vxb.. Cosacr �i•11Nt • � �� .2 -e'a al 1rx�iet. - YA °Chants SECTION "A -A" +ar9a° Ctr.. Vnrt -trdei bast or riser Nor skid floor pate Alemais `6p- Wid,Qdva*ed stsid tow, 3. tar Type 546 Wis. Cara it be hot 4p pdvadeW attM fabriostim Ta be usad wfiera speoltled on INLET TOP MOUIFICw. ION doe pia,a. FOR TYPE "Ea CURB S-1 1 ni .c^rr --'A,ti r G 3 rte.. C:7 C_ O7 ti ,.. L =p.. CS i+s! z) C= C".ri 1v D C:D (_-7 C=) cz> ' SfCTrdV ;4r ��C ?iC— C'�C =7 �1 CAST 1RQN DER TOP v7f.w FMWA A,,prarsd- 5 -4-15 MIAMI -DACE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FROM SW 78 ST TO SW 64 ST PROJECT N0, 28030189 SHEET 4q OF run PROD, K ' 3• a` sMrdorc T � n a m � p W DADS COUNTY PUBLIC WORKS DEPARTME HIGHWAY DIVISION •l cncca ��rG ,yT�/ 11, 44- . • •�ePiPSCP t ��/ -��.i ./.p��J i R E V IS 10 N 5 EHP x""" PNL"� ",, �S 6 »ee x K. °a °1 v.�.�.s. :� sse H:me:,Flw dv 33156 Mane 13651678 2350 Fm:13 11670"2351 [npF,°Cte or ruDxruv"vn H°ME °afE " ° °rE MIAM(-DADE ' wr -" RMIC WOWS DEPARTMENT H(GHYAY DIVISION S�EVxEx v. ¢nee (fxiER M.L'L� av7a CURB INLET TYPES 5 &6 (D C I -02) DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION �� engineering oESmxea er E.N. °x °vx ar D.C. DIECKEa BY ax. tlE[KEO Br aM SWEMISEO Br; E11P MME2. v,E. NO.66276 Future Curb And - f Gutter Construction --ZO'R Or As Shown On Plans ` � Ex z4 A• Joint i....._.... L A C B Valley Gutter Curb And Gutter PLAN •_ ? ,i'. °Q: 7�e Std. 6 A07. L Q" ±, R-, .y __.. -74' Std. - i 6" Min.* TYPE E i .—End Of Curb 41 Edge Of Pavt. -'' Edge Of Povt. PLAN PLAN „ P_6° 3, _ Top Of Curb 5.5 Trans a! Gutter - _ ° 7 g" Std. PROFILE 6" Min. * FLARED END 3' Top Of Curb -�� I-Trans. Gutter PROFILE STRAIGHT END CURB TYPE A SECTION AA TYPE F loll /I Slope to -- ��' -* Fit Driveway '� I T 3i, Max, Deth Of Sawcttt i r �` �. / D" Min. � F��J n 7 Std. 7 ' Std- •''" _° -T 5 max. g * \9� 6" Min. �— ! 0" Mtn. 6 Min. u ___.-- .. -_.. —_ 51-00 - ! Note: To be paid for as parent curb. SECTION BB DROP CURB 6" P -10" P -2" _ I EZ. .................. ° ¢ 7 f Std. �►: ! 6" Mtn. gN Y-- Standard Shoulder Line Earth Berm !'...._....... 6 °, ........ . 2 Shoulder Pavement - ................ ..........:.......... � .... .........._. _. _........................._. _.._.... .............................._ SHOT WER GUTTER Truck SECTION GC Specified In The Plana~ g ° 4; n circulating VALLEY GUTTER = Roadway Pavement When used on high side of roadways, the cross slope of the p ? ai gutter shall match the cross slope of the adjacent pavement. The thickness of the lip shall be 6 ", unless otherwise shown on plans. Gi Rotate entire section so that gutter cross slope matches slope of TRAFFIC BEARING SECTION FOR USE IN adjacent circulating roadway pavement. RDUNDABOClT CENTRAL ISLAND CONSTRUCTION TYPE RA Note: For use adjacent to concrete or flexible pavement. For details depicting usage adjacent to flexible pavement, see diagram right. Expansion Joint, preformed joint filler and joint seal are required between curb & gutter and concrete pavement only. see diagram right. CONCRETE CURB AND GUTTER i6" Same Slope R" 8 7" Adjacent Pavemm ent 911 IL 6`47 R Joint seat R . Joint Seal /Joint Seal y i l f` Canc. Poyt. EICo, Joint And �»- ``� ` 2" Min., r" Concrete Pavement �" Exp. Jofit And " Conc. Pavt. 3" Max. Preformed Joint Filler Preformed Joint Filler �� Exp. Joint And For details depicting usage adjacent to Preformed Joint Filler flexible pavement, see diagram right. TYPE B TYPE D TYPE A Note: For use adjacent to concrete or flexible pavement, concrete shown. Expansion joint, preformed joint filler and joint seal are required between curbs and concrete pavement only, see diagram right. CONCRETE CURB TYPE E MIAMI -DACE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE 6' FROM SV 70 ST TO SW 64 ST PROJECT NO. 20030189 SHEET 3e OF j I � _End Of Curb Edge Of Pant. � Edge Of Povt. PLAN PLAN 3' 3' Trans Trans. Top Of Curb -y Tap Of Curb Gutter Gutter -- PROFILE PROFILE FLARED END STRAIGHT END CURB AND GUTTER TYPES E & F CURB AND GUTTER ENDINGS 00 Min. 1 Depth x. SQwcut 0" Mir,. i �'� , 1� - = -- � 5" Max. T- 0" Mtn. TYPE F Depth Of Sawcut - 2p' ShOULDER GUTTER Sawcuts should be avoided within valley gutter and within curb and gutter endings. CONTRACTION JOINT IN CURB AND GUTTER Depth Of Sawcut Depth Of Sawout 3; � / /, TYPE A TYPE B CONTRACTION JOINT iN CURB 4" Min., 5" Max. �O ASPHALTIC CONCRETE CURB Depth Of SaWoUt TYPE D J 'Or J "Holes. - �� Pitch Optlonal '`4 Bars, 18" Long Mtn.,` Max. R e 2' .� ' (Two Per Guard l Cast Or Rubbed CONCRETE BUMPER GUARD Surface On Low Side Of Pavement to Be 1KAbove Lip Of Gutter. Surface On Hlgh Side To Be Flush With Lip Of ! Curb Or Curb & Gutter. Slope varies =Flaxlble "I ig 0 Applies to both high and low sides of pavement, low side shown. Applies to shoulder gutter only where adjoining traffic lanes. CURB AND GUTTER AND TYPE A CURB ADJACENT TO FLEXIBLE PAVEMENT ,.-- Joint Seal ❑ . i =Cancret�V Concrete I j Pavement I "Exp. Joint And Preformed Joint FIlIer13 ❑ Applies to both high and low sides of pavement, low side shown. EXPANSION JOINT BETWEEN GUTTER AND CONCRETE PAVEMENT GENERAL NOTES I. For curb, guHer and curb & gutter provide I "- 4" contraction joints at o' centers ( max. ). Contraction joints adjacent to concrete pavement on tangents and flat curves are to match the pavement joints, w!th intermediate Joints not to exceed 10'centers. Curb, gutter and curb & gutter expansion joints shall be located in accordance with, Section 520 of the standard specifications. 2. Ends of Curbs Types B and 0 shall transition from full to zero heights in 3. 2" Min., 311 max. -" R E V I S I O N S I'll x.6 PUBLIC WORKS DEPARTMENT P.E. Ucv:se N. 66276 xnNE perE �NA-)C "°TB DATE BY DESCRIPTION DATE BY DESCRIPTION DATE 8Y DESCRIPTION 778BxKedeuO..e.su „e40B "ESCEB DRaVN H[GHMAY OIV[$ION CURB & CURB AND GUTTER Nl Fi—d 37156 BY BY MIAMI -DADE P17051670-2758 STANDARD INDEX 3 0 B 11 13051670.2751 BY AIL BY . � rrl IFLMM 33128 eng,neer4ng [nut:cer< 01 Artlw.ue — N. 7184 SIIPERKISED Bn BLU Kurtz. P.E. "e Wn x" Romp Width f4'Min. Romp And Sidewalk * Ramp Width (4' Min. ) Ramp And Sidewalk Landing ** �t1Q �Q *,Romp Width (4' Min. ) Ramp And Sidewalk Curb ` 2'Landing ** R Ramp And Sidewalk Cu O \Y '� �6 —7 _ i 2'Landing" ` 2' Landing ** - ! Ramp Width t 4' Min. J fY E Rol �ibe,4 `:..4 ` t 0.02, MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FROM SW 78 ST TO SW 61 S1 PROJECT NO. 20030189 SHEET Sl OF Sidewalk Curb N! ---(Where Necessary) 4 1: 12 (Not Required 3'Min. To Exceed 8' in Length) 2' 1 2 Min. oT Crosswalk width and configuration vary: must conform to index No. 17344 and 17346. PLAN Ramp And Sidewalk Curb— -Landing -- --"`"� `2'Land1n9** Rdw . PM. 2 1 6" Sidewalk Curb —y' —Ramp Width t 4' Mln. I �i ti '1 f Where Necessary) 0,02 DIMENSIONAL FEATURES FOR PUBLIC SIDEbiWALK CURB RAMPS FOR LINEAR PEDESTRIAN TRAFFIC 6' 6' H r Varies) -- 1, (Varies) 0.02 - Ramp, Sidewalk Or Landing Ev ,02 Romp, Sidewalk Or Landing 4 T- - AIMLITHIC CAST CURB SEPARATELY CAST CURB RAMP AND SIDEWALK CURB OPTIONS Trans. Drop (H) 6'x H Monolithic or 6" x i2' Separate 002/. = Sidewalk Curb SECTON AA DiMENSIONAL FEATURES FOR PUBUC SIDEWALK CONBiNED CORNER RAMPS UNDER CONDITIONS OF INFEASiBIL/TY Construct Sidewalk Curb In Absence Of Adequate Buffer, Maintainable Surface Contour, Abuting Structure, Or When Called For in The Plans Or Standards BACK OF SIDEWALK CURB OR BUFFER TRANSl7'10N Ramp Widths For Curb Ramps CR 20, CR 21, CR 22, CR 24, and CR 25 May Be Reduced To 3'Min. In Restricted Conditions When Approved By The Engineer. * *Lower landing not required of driveways, parking lots, or other areas with pavement cross - slopes less than 2% (0.02). R E V I S[ 0 N S 0.02 —7 _ i 2'Landing" ` 2' Landing ** - ! Ramp Width t 4' Min. J fY E Rol �ibe,4 `:..4 ` t 0.02, MIAMI -DADE COUNTY PUBLIC WORKS DEPT. HIGHWAY DIVISION SW 62 AVE FROM SW 78 ST TO SW 61 S1 PROJECT NO. 20030189 SHEET Sl OF Sidewalk Curb N! ---(Where Necessary) 4 1: 12 (Not Required 3'Min. To Exceed 8' in Length) 2' 1 2 Min. oT Crosswalk width and configuration vary: must conform to index No. 17344 and 17346. PLAN Ramp And Sidewalk Curb— -Landing -- --"`"� `2'Land1n9** Rdw . PM. 2 1 6" Sidewalk Curb —y' —Ramp Width t 4' Mln. I �i ti '1 f Where Necessary) 0,02 DIMENSIONAL FEATURES FOR PUBLIC SIDEbiWALK CURB RAMPS FOR LINEAR PEDESTRIAN TRAFFIC 6' 6' H r Varies) -- 1, (Varies) 0.02 - Ramp, Sidewalk Or Landing Ev ,02 Romp, Sidewalk Or Landing 4 T- - AIMLITHIC CAST CURB SEPARATELY CAST CURB RAMP AND SIDEWALK CURB OPTIONS Trans. Drop (H) 6'x H Monolithic or 6" x i2' Separate 002/. = Sidewalk Curb SECTON AA DiMENSIONAL FEATURES FOR PUBUC SIDEWALK CONBiNED CORNER RAMPS UNDER CONDITIONS OF INFEASiBIL/TY Construct Sidewalk Curb In Absence Of Adequate Buffer, Maintainable Surface Contour, Abuting Structure, Or When Called For in The Plans Or Standards BACK OF SIDEWALK CURB OR BUFFER TRANSl7'10N Ramp Widths For Curb Ramps CR 20, CR 21, CR 22, CR 24, and CR 25 May Be Reduced To 3'Min. In Restricted Conditions When Approved By The Engineer. * *Lower landing not required of driveways, parking lots, or other areas with pavement cross - slopes less than 2% (0.02). R E V I S[ 0 N S EI'° 'y°GS PELw.nse N °.66276 7300 R K.nd.iiG.. Sm,. NEO Nm ,Plm,d 37156 09 Pnmc13057 678M Fm:13�1670-2351 —g-e-9 C.rtih w RC A,a2lUm Nm7184 N.NE ORIE HRnE DATE PUBLIC WOPoCS DEPARTMENT HIGHWAY DIVISION MIAMI -0ADE S%P P.a CENTER - „N„r 1C.� j. wa¢aame MIn ""' ' PUBLIC SIDEWALK CURB RAMPS STANDARD INDEX 304 DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION DES( E0 EN. g " °c . aBCNEO , E BIXEO R,L SOPERVIS D Br: ILIA NWEL.P,E.N 66276 itu PLAN 5` PICTORIAL VIEWS TYPICAL PLACEMENT CAP DETECTABLE WARNING ON CURB RAMPS c ti j Sidewalk Curb �( Where Necessary) NI N' L � PLAN utility Strip i - MIAMI -DADE COUNTY PUBLIC HUMS DEPT. HIGHWAY Of VISION R E V I S I O N S SW 62 AVE EI'° N° 6 PE Licene Na 66276 7300Nx..�dnIID,...S -400 M.emi, Flmde 33156 0� - -:- Ph— (309678.2£0 Fm:17051670-2351 engrneering Certifrmte of ArthoriteUOn Na 7181 FROM SW 79 ST TO SW 64 ST NOME WfE PROJECT NO. 20030189 SHEET 31 OF OnrE PUBLIC WORKS DEPARTMENT HIGHWAY DIVISION MIAMI -DADE M, DWIs"x"^ i Miai4rFiwro nm On Ramps That Are Perpendicular With The DATE BY Curb Line. The Dome Pattern Shall Be in -Line DATE i.6" Min. With The Direction Of Travel. On Ramps DATE 2.4 Max. Intersecting Curbs On A Radius, The Dome OESm 0 Br S 2H r Pattern. Shall Be hr -Line With The Direction Of Travel To The Extent Practical. Edge Of Detectable +I Warning '•.� 0.9/7 Min. 61ECxEe By 1.4" Max. = E�IXEO By Q Q 0.2N ± 0.02 Truncated Dome Integral Dome - -- --� 0 T -��- - - -- --� o o a The top width of the dome shall be a minimum of 50% and a maxlmum of 65X of the base diameter. Q 0 0 Q TRUNCATED DOME Base -to -base spacing shall be 0.65" minimum between dames. PLAN V" Ali Sidewalk Curb Ramps Shall Have Detectable Warning Surfaces That Extend The Full Width Of The Romp And In The Direction Of Travel 24 Inches (610 mm) From The Back Of Curb. CURB RAMP DETECTABLE YARNING DETAIL PICTORIAL VIEWS TYPICAL PLACEMENT CAP DETECTABLE WARNING ON CURB RAMPS c ti j Sidewalk Curb �( Where Necessary) NI N' L � PLAN utility Strip i - R E V I S I O N S EI'° N° 6 PE Licene Na 66276 7300Nx..�dnIID,...S -400 M.emi, Flmde 33156 0� - -:- Ph— (309678.2£0 Fm:17051670-2351 engrneering Certifrmte of ArthoriteUOn Na 7181 NOME WfE NAME OnrE PUBLIC WORKS DEPARTMENT HIGHWAY DIVISION MIAMI -DADE M, DWIs"x"^ i Miai4rFiwro nm PUBLIC SIDEWALK CURB RAMPS STANDARD INDEX 304 DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION OESm 0 Br Ex pxnMx Br 0.c 61ECxEe By aM. E�IXEO By Bx SWERVISEO Br: ELIA "ELP.E.NO6Q76 A