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00-1358-001 LEGEND PAVING-GRADING-DRAINAGE NOTES 1 . GRADING SHALL CONSIST OF ALL EXCAVATION, FILLING, SHAPING AND NEW ASPHALTIC PAVEMENT p EXISTING INLET SLOPING NECESSARY FOR THE CONSTRUCTION, PREPARATION AND -1 �:::::::::: COMPLETION OF ALL SUBGRADES, SHOULDERS, SLOPES, INTERSECTIONS, OEXISTING ASPHALTIC PAVEMENT 6° EXISTING SPOT ELEVATION PAVEMENTS AND OTHER AREAS, ALL IN ACCORDANCE WITH THE TO REMAIN ALIGNMENT AND GRADES SHOWN IN THESE DRAWINGS. EXISTING PAVEMENT 7.60 NEW SPOT ELEVATION 2. DRAINAGE PIPE TO BE CORRUGATED POLYETHYLENE, CORRUGATED TO BE REMOVED �� ALUMINUM OR BITUMINOUS COATED CORRUGATED STEEL. , NEW CONCRETE PAVERS SUNSET DRIVE I 3. SAWCUT ALL PAVEMENT EDGES WHERE EXISTING PAVEMENT IS TO p REMAIN. NEW BRICK PAVERS (S.W. 72ND STREET) 4, NEW ASPHALTIC PAVEMENTS SHALL CONSIST OF COMPACTED SUBGRADE, COMPACTED LIMEROCK SUBBASE AND TYPE S-3 ASPHALTIC CONCRETE, CONSULTING ENGINEERING,&1SOIE)YCFE, INC. ...;•.•� •:".�••- NEW CONCRETE SIDEWALK I AS SHOWN IN THESE DRAWINGS. 8925 S.W. 148th STREET,•'��V�� , �.5, ITE,,100 �O I MIAMI, FLORIDkM1761 -� .• ��65): 785 55 / 11' 5. AFTER ALL ASPHALTIC CONCRETE REMOVAL/RECONSTRUCTION IS COMPLETE, .;EB±oAta25b� �.. ,� �'s. �� — — — — — — ` I ALL NEW AND EXISTING ASPHALTIC SURFACES SHALL BE CLEANED AND •� - / � , 15 SEALCOATED WITH TWO (2) COAT APPLICATION OF COAL TAR EMULSION •'v "j w •� ` 1 SEALER TO MEET FEDERAL SPECIFICATION RP355E "STAYCOAT JC7%. OR ! o C�a WITH APPROXIMATELY 3 TO 4 POUNDS OF #2 SILICA SAND ADDED EQUAL, - - l TO THE MATERIAL; AND, STRIPED PER SHEET C-1 AND DETAILS, SHEET C 4. �` 6. CONCRETE CURB, SIDEWALK AND SLABS SHALL CONSIST OF 3,000 PSI I PORTLAND CEMENT CONCRETE, AS SHOWN IN THESE DRAWINGS. PE-19833 . BUeiWiJ VIL)11 , 7. ALL REINFORCING, ALL SIZES, SHALL CONFORM TO ASTM A615, GRADE 60. PRINTED � / / /� / // I I I I I REMOVE DROP CURB & DRIVE AY; / ( DATE REMARK lo, CONSTRUCT NEW CURB & UTTER �� / / 8. ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE A LIGHT BROOM AND SDWK. Q• I I I I FINISH, UNLESS OTHERWISE DIRECTED. / ,, ��• / // EXISTING BUILDINGS I I / -0, /� 9. TESTING LABORATORY SHALL BE RETAINED BY THE CONTRACTOR TO VERIFY SPECIFIED COMPACTION DENSITY AND CONCRETE STRENGTH. ���C;, /// / \ I I ( I FAILURE OF ANY TESTING TO MEET SPECIFIED REQUIREMENTS SHALL BE /// / \ I I I II I I DEEMED NON-COMPLYING. �Gj• / // 4111 5 p/ �1 EXIST. 0F.F. \ \ I 1 1° I I 10. ALL STRIPING SHALL MEET THE REQUIREMENTS OF DADE COUNTY PUBLIC WORKS DEPARTMENT. 11 . ALL SIGNAGE SHALL BE IN ACCORDANCE WITH "THE MANUAL ON UNIFORM TRAFFIC DEVICES". �X` PROPOSED 3-STY •/ q I MIXED-USE BUILDING,.' I F.F. 12.00 O I '// POLE O\� /• / /� / ��,�"�' // >1 EXIST BRICK I / TO EMAIN p om o� / /// / / / / .°,� I I WI Ld REMOVE DROP CURB & DRIVEWAY; / // / / q > I \ CONSTRUCT NEW CURff & GUTTER / - AND SDWK. / / .'�^ LP QI I \ LIMITS OF BRICK PAVERS =1 ON SAND BED. SEE i \ ( 95 I r__ I \ ATCHITECTURAL DRAWINGS \ BUILDINGS — - - - - - - - -� EEO ATE EXISTING T RESET EXIST. CB •I / / POLE I I (n — — — FRAME & GRATE TO ELEV. 10.80. CORE I II STRUCTURE AND CONNECT BLDG. ABOVE MIXED USE / \ \ \ / / :!r.':' PLUMBING DWGS) W/ / I I I I / o \ / : : : : 1 / / x EXISTING EXIST. I I I 11 8$ ' 1 88' — I BUILDING .90 X / �/ \\ WOOD FENCE \ "� WOOD SHED 1�9h I ( I 1 1.50 .'.'.'.'.'.' ' . . . . . . . . . . I I X105 110 I 11.88 EXISTING BUILDINGS EXISTING \ �\ . ... . . . . . . .r. . . . ,. .. . . . . . . .. . .. . . . . . . . . . . . . . . .:: CBS WALL \ p. . .�. Zal . . . . . . .. . . . . . . . . .. . . .. . . . . . . . . . . . . .. . IN�I I I Li -Z . . . . . . . . . . . . . .. . .. . . . . . .. . . .. . . . . . X, La 0 \�.�:.;/. . . .. .. . :.. 5.. LP ROBINS BUILDING ENTERPRISES ... . . . :.:.:.:.:.:.:.:.:.:. . ' '• . . . . . '':�:.:.'. . . I I I I II I - - - - - - - - - I 5920 SOUTH DIXIE HIGHWAY '� ' ' I $ I I I SOUTH MIAMI, FLORIDA 33143 NOTE: CORE STRUCTURE AND �/ OUT-PARCEL / \ ��. ........ ..... . . . . . .�... . . . .. ( ( COORDINATE LANDSCAPE PLANTERS I CONNECT PAVER UNDERDRAIN I 305 662-1226 " " " " " ' " " " " " " " " " " " " " ' ` " "" " " ' I IN PLAZA WITH LANDSCAPE DWGS. SYSTEM TO EXIST. C.B. I } / \ ''°/. . .'.'.'. .'.'.. . . . . . /%. • . . . . ..:.:.:.:.:.:.:.:.:.11'. . . . . . ti; ( I I '--i / :.:...:.'.'.'/f':'.' : . . . .. :'. . . . . .' ,, EXIST. BRICK / /% ' . •'•'• • •'• • • • • • • •'•• • • •• • •'• •'•'• . . . . . . . .. . . . . . . . . . . . . . . .•:•:•:•:•:•:•:•:•:•:•:•:•:•:'.'.':•:•:•:':':':'.'.':'. TO REMAIN /EXISTING 1 STY BUILDING �' / .a;....,.;. , :'.'.' .'.'.'.': .'.'.':':':':':':'.'.'. . . . . . . .•.•:':•:•.'.'.'.':'.'.'.'.'.':'.':':'.':':'.'. . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.•.•.'. . . . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . — — -T — AT LOTS 11 -,8 :.;.:. . . . . ' :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.. . . : : :':':':':':':':':':': ::': : :':':':: :.. . . . . . . . . . . . . . . . . .. .. . ... . . . . . . . . : : : Z -fi- I p A'�ING-GRADING- / (NOT A PART) / ,. . /`. . . — -- '---.'.—. . .. .'. I , BRICK PAVER PLAZA PLAN / ' .'.•. . . .'.' •. . . : ..: . . .r': . . . . . . . . . . . . . . . . . . .. '.•. . . . . .'. . .'.': :::::::::::::::: : : :C: ..:.:r.'.:.:. .:. .... :.' : .'.'. .'. .:I I „ _ : . . . . . . . .. �xFST: �LA� CO Qu.'. . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . .... . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . v SCALE 1 - 20 DRAINAGE PLAN . . . . . . . . . . . . ./.:. .�/.:. . . . . . . . . . .. . . . . . 'EJCIST. •'SL•'AB'•'COVE'RED•'• • > \ / / // r :•:•:•: .. . :' . .. ..I... . . . . . ..:.. . .. .,:... . .;...:':•:•:•:•:•:•:•.•.'.•.':•:•.•.•.•.•.•:•.•.•.•.'.':'.. . .•.•:•: . . . .•:•: . . . . . :•. . . . . .': . . . . .•: . . . . . :•.. . . . :':': :': : : : : . .. . . . . .I. .. .:. .:. .:.:. .:.:. .:.:.. _ \ %DU STER/' . . . . . . . . . . . . . . . . . . . . . .'.'.•.'.'. . . . . . . . . .. . . . . . . . . . . . . .. . .' ' ' ' ' ' ' • ' . . . . . . . .. . . . ... . . ... . ............... . .�. . . . . : , �x I \ DRAWN BY: G.G.G. &R EA . . . . . . . . . . . . . . . . . .. . . . ... . . . . . ... . . .1ti:�, . . . . ..........................q: {� �$ FLOODPLAIN MANAGEMENT ANALYSIS . . . . . . . . 16 . . . . . . . . . . . . .. . . . .. . . . . . . . . CHECKED BY: N.H.O. LP r O LP APPROVED BY: R:B.B. - - — - - - - - - I I — — — — — — - -��- -I--------- --- ---- - ------- — � — _ DATE: 4/30/99 / I EXIST. INLET I I Process # Folio # PROJECT NO.: 9866 / S.W. 73RD STREET RIM EL. 10.96 1 55 5920 South Dixie Highway REVISIONS 1 C}- I-I - - - -It - - - - EXIST. 6" W.M.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - Address South Miami, Florida 33143 Highest Crown/Road Elv.: 12.11 yip Highest crown of road elevation above was taken from a certified I 11' I EXIST. 8" V.C. SAN- — — — — — — — — — �� I survey prepared by Charles W. Carr, PLS PLS Lic # LS1060 12'� Elevation Lowest Floor Adjacent Grade Lowest Catch Basin 11-9-99 UPDATE SITE ADJ. FRENCH DRAIN LENGTH PER II Existing - 11 .50 11 .20 3-8-99 DERM REVIEW COMMENT I — — SCALE: AS SHOWN Proposed 12.00 11 .50 N/A SHEET NUMBER: IA Tie-Beam Elevation Certificate, is required before making any . Iinspection above lowest floor and a Final Elevation Certificate PAVING-GRADING-DRAINAGE PLAN is required before issuance of certificate of occupancy or I completion (Completion HOLD 186) (1 1 c3-3d3) Call 375-6685 C - 2 SCALE 1" = 20' I 2 OF 4 SHEET NO.12