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13-749-023zWo z 0- -_ Ldz •8asV,W Q =doEW D w Z w ©m TOP OF FINISHED z ASS EL - +0.00' OF SIDEWALK EL = +0,10' W ' � \ o GR TOP � I I I I 1 �29 CONCRETE SIDEWALK OR 1 /2"Premolded Expansion CONCRETE POOL DECK Joint Material EXPANSION JOINT BETWEEN GRADING BETWEEN SIDEWALK POOL DECK SIDEWALK AND/OR POOL DECK & GRASS AREA & BUILDING N.T.S. N.T.S. � 2"R GRADE SHOWN ON PLAN 1 /4\ IP x 3"R ASPHALT u v Q 3/4„R 4 ~ `„ 1'4_- ..J 2' �LIMEROCK EASE CURB PAD COMPACTED 93% 4" THICK (MIN.) T" CURB & N.T.S. SLOPE TO MATCH DRIVEWAY SLOPE 1/2„R 3/4„R 0 4 \ d 6" :r G" 20 LIMEROCK BASE 4" CURB PAD COMPACTED 98% DRIVEWAY DROP CURB N.T.S. Control Joint (TYR.) cyp`G° r s',+��•s �O'' Construction h+'js; Expansion Joint S DEWALK ISOMETRIC VIEW Slope Sidewalk towards Asphalt 0 2% MAX. Concrete Shall Be 3,000 RSI MIN. 4" OR 6" UNDER DRIVEWAYS 1/3 T 1 /2"Rad. T Control Joint d 5 L.F. Intervals TE SID PROP. SIDEWALK TO MATCH EXISTING FINISHED FLOOR. - PROVIDE A MAX. RECESS OF 1/4 W1,4 x W1.4 WWF (CENTERED IN 5" THICK CONCRETE POOL DECK) X X X X 5" Pool Deck Cross -Section See Plan View for Limits of Pool Deck j� -1/299 Pre lded T 1 /2"Rad." T Expansion Joint Material i Construction Expansion Joint 0 all P.C.'s is P.T.'s of Sidewalk, 0 all Junctions w/Existing Sidewalk, O 20 L.F. Intervals is Where Sidewalk Abuts Driveways and Concrete Curbs & POOL DECK DETA N.T.S. FACE OF DOOR 5' UNLESS MIN. SPECIFICALLY SHOWN SEE ALAN BY THE GRADES ON 2Y. MAX. PLAN PROVIDE A -- -� MAX. OF 27' SLOPE GRADING AT BUILDING EXIT N.T.S. NOTE: CROSS SLOPE SHALL NOT EXCEED 2% 3.5' MIN. 2' IN. EDGE OF PAVEMENT 3.5'1MIN. 2' IN. EDGE OF PAVEMENT EDGE OF CURB OR SDWK EDGE OF CURB OR SDWK PROPOSED SIGN INSTALLATION DETAIL ( FOR R7-1, R7 -4C, R7-46 & R7 -10A ONLY ) SIGN INSTALLATION DETAIL N.T.S. w cf:) Q z a • C 0 GENERAL �r NOTES: ••• **go ••• • • • • • • L 2. ALL WORK SHALL CONFORM TO THE CITY OF SOUTH MIAMI PUBLIC WORKS r wr 4 p ••• R w cf:) Q z a • C 0 GENERAL �r NOTES: •y Q ...� 1. ALL ELEVATIONS REFER TO N.G.V.D. (1929). : r r • • • 2. ALL WORK SHALL CONFORM TO THE CITY OF SOUTH MIAMI PUBLIC WORKS r wr 4 • •y•G DEPARTMENT'S GRADING AND DRAINAGE REGULATIONS AND STANDARDS, RER WATER MANAGEMENT REGULATIONS AND STANDARDS AND FLORIDA D.O.T. STANDARD SPECIFICATIONS FOR ROAD do BRIDGE CONSTRUCTION. 3. LIME ROCK BASE COURSE: AT LEAST 97% (BY WEIGHT) OF THE MATERIAL SHALL PASS A 3.5" SIEVE AND NO MORE THAN 70% SHALL PASS A 3/4" SIEVE AND THE MATERIAL SHALL BE GRADED UNIFORMLY DOWN TO DUST. ALL CRUSHING WHICH w MIGHTBE NECESSARY IN ORDER TO MEET SUCH SIZE REQUIREMENT SHALL BE DONE BEFORE THE MATERIAL IS PLACED ON THE PARKING & DRIVES AREA. - �M 4. MATERIAL HAVING A LIME ROCK BEARING RATIO (L.B.R.) LESS THAN 100 WILL NOT w J BE ALLOWED FOR BASE MATERIAL. STABILIZED SUB -BASE SHALL HAVE A MIN. L.B.R.= Ln M M 40 UNDER ALL ASPHALT AREAS. - 5. BASE MATERIAL SHALL BE COMPACTED TO 98% OF THE MODIFIED PROCTOR W COMPACTION TEST, PER AASHTO T-180 METHOD. SUB -BASE MATERIAL SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR COMPACTION TEST, PER AASHTO T-180 METHOD. LU M F- 6. PRIME COAT ON LIME ROCK BASE COURSE SHALL MEET FDOT STANDARD AS SET FORTH IN SECTION 300. Ul 7. ASPHALTIC CONCRETE SHALL BE OF TYPE S-3. TYPE S-3 ASPHALTIC CONCRETE O Lu -r>0 t SHALL MEET FDOT STANDARD SPECIFICATIONS AS SET FORTH IN SECTION 333 (FDOT r N g M� 2000 SPECS.), UNLESS SPECIFIED OTHERWISE. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE _j w ONLY. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE �€ CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITIES, BY ELECTRONIC METHODS AND/OR BY oc HAND (EXCAVATION IN COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ANY AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED IMPROVEMENTS SHALL BE RESOLVED BY THE ENGINEER AND THE OWNER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. 9. TRAFFIC MARKING, STRIPING AND SIGNS TO BE IN CONFORMANCE WITH MIAMI-DADE COUNTY SPECIFICATIONS, MANUAL ON UNIFORM TRAFFIC DEVICES. 10. IN THE EVENT THAT UNSUITABLE SOILS (MUCK) ARE FOUND WITHIN THE LIMITS OF THE PROPOSED PARKING LOT & DRIVES, THE CONTRACTOR SHALL REMOVE SAID SOILS TO ITS FULL DEPTH. THE EXCAVATED MATERIAL SHALL BE SUBSTITUTED WITH 40 LBR SOILS COMPACTED TO 957• IN 12" LAYERS. 11. CONTRACTOR: a. COORDINATE YOUR WORK WITH WATER k SEWER CONTRACTOR TO AVOID POTENTIAL CONFLICTS. b. IF EXISTING IMPROVEMENTS ARE DAMAGED, RESTORE THEM TO THEIR CONDITION AT THE BEGINNING OF YOUR WORK. c. NOTIFY ALL UTILITY COMPANIES BEFORE STARTING WORK. d. YOU ARE SOLELY RESPONSIBLE FOR COORDINATING AND GIVING NOTICE OF REQUIRED INSPECTIONS. IN DOING THIS HONOR THE LEAD TIME NEEDS OF THE RESPECTIVE AGENCIES. 12. ALL DISPOSAL MATERIAL, RUBBISH AND DEBRIS SHALL BE MADE AT LEGAL DISPOSAL SITE OR BY OTHER PRIOR APPROVED MANNER. MATERIAL CLEARED FROM THE SITE AND DEPOSITED ON ADJACENT OR NEARBY PROPERTY WILL NOT BE CONSIDERED AS HAVING BEEN DISPOSED SATISFACTORILY. NO SEPARATE PAYMENT WILL MADE FOR THIS. 13. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS COMPLETE UNTIL THE FINAL ACCEPTANCE OF THE OWNER, ENGINEER, RER, AND CITY OF SOUTH MIAMI PUBLIC WORKS AS REQUIRED. 14. DENSITY TESTS SHALL BE PERFORMED EVERY 2,500 S.FT. FOR BASE AND SUB -BASE. SAID TEST SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. 15. CORE DRILLED SAMPLES WILL BE PERFORMED TO INSURE THAT THE THICKNESS OF MATERIAL ARE MET AS CALLED FOR IN THIS PLANS. THE CONTRACTOR WILL BE RESPONSIBLE TO INSURE THAT THE DESIGN THICKNESS ARE MET. 16. ALL REINFORCED CONCRETE PIPE (R.C.P.) SHALL MEET FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AS SET FORTH IN SECTIONS 430, 440, & 449. 17. ALL CORRUGATED ALUMINUM PIPE (C.A.P.) SHALL MEET FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AS SET FORTH IN SECTIONS 945. 18. ALL DRAINAGE STRUCTURES SHALL HAVE A MIN. SUMP OF 24" MEASURED FROM LOWEST PIPE INVERT. ALL DRAINAGE STRUCTURES SHALL BE PLACED OVER 12" OF 3/4" LIMEROCK. 19. ALL PIPE BEDDING SHALL BE OF GOOD GRANULAR QUALITY, FREE OF EXCESSIVE FINES. AN OPEN GRADED STONE, NOT LARGER THAN 3/4" IS RECOMMENDED. PIPE BEDDING SHALL BE A MINIMUM OF 12" THICK. 20. TRENCHES SHALL BE BACK FILLED WITH APPROVED MATERIAL FREE OF LARGE LOGS, STONES OR ROCKS AND CAREFULLY DEPOSITED AND COMPACTED IN LAYERS NOT TO EXCEED 6" UNTIL ENOUGH FILL HAS BEEN PLACED TO PROVIDE A COVER OF NOT LESS THAN ONE FOOT ABOVE THE PIPE. THE REMAINDER OF BACK FILL MATERIAL SHALL BE PLACED IN 12" LAYERS MOISTENED AND COMPACTED TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR TEST AS PER AASHTO T-180 METHOD. 21. INLETS AND MANHOLE LOCATION DICTATE OVER CULVERTS LENGTHS: FOR EXACT LOCATION OF STRUCTURES. 22. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL DRAINAGE STRUCTURES, PIPES, GRATES AND RELATED MATERIAL TO THE ENGINEER OF RECORD FOR HIS APPROVAL PRIOR TO INSTALLATION. 23. AT THE COMPLETION OF THE WORK THE CONTRACTOR SHALL CERTIFY THAT THE DRAINAGE SYSTEM IS CLEAN OF DEBRIS OR ANY OTHER FOREIGN OBJECT. THE SITE SHALL BE CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN. 24. ALL PIPE CALLED HDPE OR CPP TO BE HIGH STRENGTH CORRUGATED POLYETHYLENE PIPE WITH SMOOTH INTERIOR. PIPE SHALL MEET AASHTO M294 TYPE S: SPECIFICATION FOR CORRUGATED POLYETHYLENE PIPE, 12 TO 36 IN DIAMETER, ASTM D1248, ASTM D3350 do ASTM F405. PIPE INSTALLATION FOR C.P.P. SHALL BE IN ACCORDANCE WITH ASTM 2321: STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE. PIPE SHALL BE ADS N-12, Cf) HANCOR HI -0 OR APPROVED EQUAL. ALL JOINTS SHALL BE WATER TIGHT. �- 25. ALL STORM DRAINAGE STRUCTURES SHALL BE EQUIPPED WITH FILTER CLOTH Z SUPPORTED BELOW THE GRATE/INLET WITH WIRE MESH OR A SIMILAR SYSTEM UPON LLQ INSTALLATION OF THE BASIN TOPS ON SITE. THE FILTER CLOTH FABRIC IS NOT TO BE REMOVED OR PERFORATED/DISTURBED FROM THE BASINS UNTIL LANDSCAPING, SOD INSTALLATION, PAVEMENT/CURBING INSTALLATION, STRIPING, AND SWEEPING IS COMPLETED ON THE ENTIRE SITE. SAND, 26. ALL STRUCTURES WITHIN PROJECT SHALL BE VACUUMED CLEAN OF ALL SILT, AND DEBRIS BEFORE FINAL ACCEPTANCE BY THE ENGINEER AND THE OWNER. Q 27. ALL STORM DRAINAGE PIPE (PERFORATED OR NON -PERFORATED) WILL BE INSTALLED Z AND MAINTAINED CLEAN AND CLEAR OF DEBRIS, ROCK, SAND AND SILT. O 28. CONTRACTOR(S) SHALL BE CAUTIONED THAT INTRODUCTION OF SUCH MATERIALS AS CONSTRUCTION MATERIALS, CONCRETE AND STUCCO SLURRY OR WASH -OFF MATERIALS FROM THESE OPERATIONS, PAINT AND PAINTING ACTIVITY INGREDIENTS, OILS, HYDRAULIC FLUIDS, FUELS AND OR ANY OTHER SUCH DELETERIOUS MATERIALS,` ZD WHEN INTRODUCED INTO THE STORM DRAINAGE SYSTEM CAN AND WILL RENDER IT ID USELESS, POLLUTE THE SITE AND SURROUNDING SITES OR HARM THE SYSTEM'S PERFORMANCE LEVEL. Cn w cf:) Q z a • C I ,6 d s ui FPS o w W - �M w J •w,,_Ec REATIONAL DESIGN AND CONSTRUCTION, INC. 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 Fax: 954.566.3335 W W W X L 0 W O a T- z C' r 0. < 0 0 r 0a.w°�JN ILLz spa LL. 000 GL Fn L0 •� w.� ... cn W• Cl% ©*'�Z CL D �° (n LL T_ 0 w U a a O a ELLLJ LU O z J J LAND SURVEYORS z CIVIL ENGINEERS LAND PLANNERS Z LB#87 CA#87 O Q3240 CORPORATE WAY MIRAMAR, FL 33025 TEL: (30 )652-7010 zFAX' )652--1214 Sed z ti © NN X0635 z 1013 O , • S7 TE OF -'�F_L,R 44 150635��f U. , O PROJECT NUMBER w 1320MPCP O 0- FILE No. -------- W DRAWN J.A.O. REVIEWED: H.J.N. z CHECKED: H.J.N. Lu DATE 07-02-13 w O ISSUE / REVISIONS z a z r SHEET TITLE GENERAL NOTES & DETAILS SHEET NUMBER I ,6 d s ui w W - �M w J Ln M M (n - 4.4- W V3¢ LU M F- aIV Ul � N O Lu -r>0 t r N g M� _j w �€ M o� oc O W W W X L 0 W O a T- z C' r 0. < 0 0 r 0a.w°�JN ILLz spa LL. 000 GL Fn L0 •� w.� ... cn W• Cl% ©*'�Z CL D �° (n LL T_ 0 w U a a O a ELLLJ LU O z J J LAND SURVEYORS z CIVIL ENGINEERS LAND PLANNERS Z LB#87 CA#87 O Q3240 CORPORATE WAY MIRAMAR, FL 33025 TEL: (30 )652-7010 zFAX' )652--1214 Sed z ti © NN X0635 z 1013 O , • S7 TE OF -'�F_L,R 44 150635��f U. , O PROJECT NUMBER w 1320MPCP O 0- FILE No. -------- W DRAWN J.A.O. REVIEWED: H.J.N. z CHECKED: H.J.N. Lu DATE 07-02-13 w O ISSUE / REVISIONS z a z r SHEET TITLE GENERAL NOTES & DETAILS SHEET NUMBER