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GENERAL NOTES <br />I. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF SUNNY ISLES PUBLIC WORKS DEPARTMENT <br />STANDARDS, FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS, MIAMI -DADE WATER a SEWER DEPARTMENT <br />(WASD), CITY OF NORTH MIAMI BEACH UTILITIES STANDARDS AND THE FLORIDA BUILDING CODE, LATEST EDITION, AS <br />APPLICABLE. <br />2. ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D), OF 1929. <br />3. CONTRACTOR SHALL BE RESPONSIBLE FOR HORIZONTAL AND VERTICAL CONTROL. LAYOUT IS THE RESPONSIBILITY OF <br />THE CONTRACTOR. <br />4. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING <br />JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY <br />BROUGHT TO THE ATTENTION OF THE ENGINEER. <br />5. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL BE THE CONTRACTORS <br />RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTIUTY COMPANIES TO VERIFY ALL UNDERGROUND FACILITIES PRIOR <br />TO THE START OF CONSTRUCTION. ALL TRENCH EXCAVATION SHALL PROCEED WITH EXTREME CAUTION AT ALL <br />TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE <br />CONTRACTOR TO REPAIR OR REPLACE ALL SUCH DAMAGE. <br />6. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT PRESENT <br />CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH CURRENT SITE CONDITIONS, <br />AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. <br />7. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING MANHOLE COVERS, VALVE BOXES, <br />BLOW -OFF RISERS, ETC. TO NEW ELEVATIONS, AS REQUIRED, WHETHER SPECIFICALLY SHOWN ON THESES DRAWINGS <br />OR NOT. <br />e. BOUNDARY AND TOPOGRAPHIC DATA BASED UPON SURVEY PREPARED BY FORTIN, LEAVY, SKILES, INC., NORTH MIAMI <br />BEACH, FLORIDA, DATED 10/15/02, LAST UPDATED AUGUST 8, 2013. <br />STRIPING AND SIGNAGE NOTES <br />1. ALL STRIPING IN RIGHT -OF -WAY AND ALL ON -SITE STOP BARS APPLIED TO ASPHALTIC PAVEMENT SHALL BE <br />THERMOPLASTIC WITH A MIXTURE OF 50 PERCENT GLASS SPHERES AND 50 PERCENT SHARP SILICA SAND APPLIED <br />AT A RATE OF 0.20 PSF IN ACCORDANCE WITH FOOT SECTION 711. <br />2. ALL ON -SITE STRIPING APPLIED TO CONCRETE PAVEMENT SHALL BE TRAFFIC PAINT IN ACCORDANCE WITH FOOT <br />SECTION 917. <br />3. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH "THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ", LATEST <br />EDITION. <br />4. SIGN POSTS SHALL BE STEEL CHANNEL IN ACCORDANCE WITH MIAMI -DADE COUNTY /CITY OF SUNNY ISLES PUBLIC <br />WORKS DEPARTMENT/ FOOT STANDARDS AND SHALL BE BREAK -A -WAY. <br />5. STOP SIGNS SHALL BE MOUNTED WITH 7' CLEAR FROM SIGN BOTTOM TO GRADE. WHERE INDICATED, ADDITIONAL <br />SIGNAGE SHALL BE MOUNTED BELOW STOP SIGN. <br />6. PROVIDE REFLECTIVE PAVEMENT MARKERS, AS REQUIRED BY MIAMI -DADE COUNTY /CITY OF SUNNY ISLES PUBLIC <br />WORKS/ FOOT DEPARTMENTS. <br />LAYOUT PLAN <br />SCALE: 1" = 20' <br />ADA COMPLIANCE NOTE <br />THIS SET OF DOCUMENTS HAS BEEN DESIGNED TO COMPLY WITH <br />FLORIDA BUILDING CODE 2010 (ACCESSIBILITY), LATEST EDITION. ALL <br />RELATED SECTIONS OF THE CODE ARE NOTED WITHIN THESE DOCUMENTS <br />AND STRICT COMPLIANCE IS REQUIRED BY ALL CONSTRUCTION TRADES. <br />CONSTRUCTION QUAUTY AND COMPLIANCE OF THE FINAL PRODUCT ARE <br />THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. <br />ACCESSIBLE ROUTES MUST NOT EXCEED A SLOPE OF 1:20 (5.00%). <br />CURB CUT RAMPS AND RAMPS MUST NOT EXCEED A SLOPE OF 1:12 <br />(8.33X). RAMPS THAT EXCEED 6 FEET IN LENGTH REQUIRE HANDRAILS. <br />ALL CROSS SLOPES MUST NOT EXCEED A SLOPE OF 1:50 (2.00X). <br />SIGN LEGEND <br />R1 -1 30" X 30" STOP SIGN <br />R3 -5(R) 30" X 36" RIGHT TURN ONLY SIGN <br />NOTE: COORDINATE W/ ARCHITECTURAL DRAWINGS <br />FOR SITE PLAN, BUILDING LAYOUT AND <br />CONTROL POINTS. <br />Z <br />xI Q <br />i W <br />a <br />j U <br />172 STREET v O <br />U <br />a <br />i � <br />o Z <br />U Q <br />THIS PROJECT <br />Q <br />TOWNSHIP 52 SOUTH RANGE 42 EAST <br />LOCATION SKETCH <br />SCALE : 1" = 300' <br />LEGAL DESCRIPTION <br />THE NORTH 100 FEET OF THE SOUTH 300 FEET OF LOT 2, OF TATUM'S OCEAN PARK SUBDIVISION, <br />ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 64, OF THE PUBLIC RECORDS <br />OF MIAMI -DADE COUNTY, FLORIDA, LYING EAST OF THE EAST RIGHT -OF -WAY LINE OF STATE ROAD <br />A -1 -A. <br />AND <br />A PARCEL OF LAND LYING EASTERLY OF AND BOUNDED ON THE WEST BY SAID LOT 2 AND BEING <br />BOUNDED ON THE NORTH BY THE NORTH LINE OF SOUTH 300 FEET OF SAID LOT 2 EXTENDED EASTERLY; <br />BOUNDED ON THE SOUTH BY THE SOUTH LINE OF THE NORTHERLY 100 FEET OF SOUTH 300 FEET OF <br />SAID LOT 2 EXTENDED EASTERLY; AND BOUNDED ON THE EAST BY THE EROSION CONTROL LINE OF THE <br />ATLANTIC OCEAN, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 134, AT PAGE 47 OF <br />THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. <br />MUSE <br />17141 COLLINS AVENUE <br />SUNNY ISLES, FLORIDA <br />FOLIO No: 31 -22Ii- 004 -0110 <br />PMG -S2 SUNNY ISLES, LLC <br />19495 BISCAYNE BLVD, #410 <br />AVENTURA, FL 33180 <br />PHONE: (305) 947 -1070 <br />LAYOUT PLAN <br />AND <br />NOTES <br />DRAWN BY: S.D. <br />CHECKED BY: N.H.O. <br />APPROVED Hy-' N.H.O. <br />DATE: 09 -28 -14 <br />PROJECT NO.: 15062 <br />1 OF 2 <br />Q <br />m <br />m <br />co <br />W/18/14 <br />CM COMMENTS <br />zSHEET <br />SCALE: AS SHOWN <br />NUMBER: <br />C -1 <br />co <br />1 OF 2 <br />