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_j _j SUNSET DRIVE (S .W . 72nd STREET) . . . . . . . . . . ... . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .X X. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . I I . . . . . . . . . . . . . . . .I. . . . . . . . . * , * . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ..*.''. . . . . . . . . . . . . J, *1' 1 - * . . . . . , I , I * , I .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PAVING-GRADING-DRAINIAGE NOTES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . 0i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ . . . . . . . . . . . . . . . . . .*. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.I'. . . . . . . . . . . . . . . . . . . . I .i. . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . ........... . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . ------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GRADING SHALL CONSIST OF ALL EXCAVATION, FILLING, SHAPING AND . . . . . . . . . . . . . . . . . . . . Ln . . . SLOPING NECESSARY FOR THE CONSTRUCTION, PREPARATION AND . . . . . . . o0o, . . . . . . ..... .... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . ... . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. . ._. . ._. . /r�z . . . . . . . . . . . . . . . . . ... . . _•_—_--_•_— . . . . . . . . . . . . . . . . . .—. ---- - - ---------------- ----- COMPLETION OF ALL SUBGRADES, SHOULDERS, SLOPES, INTERSECTIONS, CONSULTING ENGINEEVING SCIENCE,JNC. . . . .• . . . . . . . . . . . I . . . . . . . ---------- PAVEMENTS AND OTHER AREAS, ALL IN ACCORDANCE WITH THE 8925 S.W. 148th STREE SUIT 911� - - -- -- - - ------ - - -- - -- ----- -- - --------- ------ ---- -- -------- __zz� T 1 1..1. ,.. . ALIGNMENT AND GRADES SHOWN IN THESE DRAWINGS. MIAMI, 378 5 I' ISJ.- . . . ,'. 1, .1. 1 , , FLORIDA 33178 - - - -- - -- 7.7 FV �SB %jIjIk(j9,5 f EB 0005 ,, 2. DRAINAGE PIPE TO BE CORRUGATED POLYETHYLENE, CORRUGATED . . . ..... . . . . . . . C B. E`%'S'T, C MATCH EXIST. ALUMINUM OR BITUMINOUS COATED CORRUGATED STEEL.•J . . . ..• . . . . . . . . . . . . . . . . .. . . . . CONDIT IONS 3. SAWCUT ALL PAVEMENT EDGES WHERE EXISTING PAVEMENT IS TO i.- : REMAIN. II �� V,�i'� ,,, �. , . . . . . . . . . . . . . . . " - " . 1. . . . . . . . . . .... . . . . . . . . . .I A I 40 d . . . . . . . . . . II t . .. . . . . . . . . . . 1, 4. NEW ASPHALTIC PAVEMENTS SHALL CONSIST OF COMPACTED SUBGRADE, RICHARD ,PdCHNOVICH F COMPACTED LIMEROCK SUBBASE AND TYPE S-3 ASPHALTIC CONCRETE, -1983, 11 .10 PE I AS SHOWN IN THESE DRAWINGS. II . . . . . . . . . . . . . . . . . . . . . . . . . STARBUCKS . . . . . . . . . . . . . . . . . . . . . . . . 1), COFFEE SHOP G PRINTE F. FL. EL. TO 8 61 E 5. AFTER ALL ASPHALTIC CONCRETE REMOVAL/RECONSTRUCTION IS COMPLETE, II I . . . . . . . . . . . . AS CLOSE AS r ALL NEW AND EXISTING ASPHALTIC SURFACES SHALL BE CLEANED AND DATE REMARK POSSIBLE TO II . . . . . . . . . . . . . pp:�O .00LE SIDEWALK LEVEL SEALCOATED WITH TWO (2) COAT APPLICATION OF COAL TAR EMULSION• (11/2" SEALER TO MEET FEDERAL SPECIFICATION RP355E "STAYCOAT JC7" , OR 11 f . . . . . . . . EQUAL, WITH APPROXIMATELY 3 TO 4 POUNDS OF #2 SILICA SAND ADDED TO THE MATERIAL; AND, STRIPED PER SHEET C-1 AND DETAILS, SHEET C-4. . . . . . . . ...... . . . . F.F. 11 .141 -.;r 3;1. . . . . . . Z. . . . . . . . . . . . . . . . . . . . . . . . .< . . . . . . I . . . . . . II . . . . . . . . . . . . .. COURTYARD 6. CONCRETE CURB, SIDEWALK AND SLABS SHALL CONSIST OF 3,000 PSI . . . . . . . . .. Q PORTLAND CEMENT CONCRETE, AS SHOWN IN THESE DRAWINGS. II I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... II I . . . . . . . . . I . . . . I - * . Q ,'04. . . . . . . . . . . . . . . . . . 7. ALL REINFORCING, ALL SIZES, SHALL CONFORM TO ASTM A615, GRADE 60. V H . Q/ II t of. . . . . . . . . .X . . . . . . . 8. ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE A LIGHT BROOM II I Olt . . . . . . ......... FINISH, UNLESS OTHERWISE DIRECTED.1 f C= � / I II .'a . . . . . . . . . . ... . . . . . . . . . ...... r ... . . . . . . . . . . . . . . 9. TESTING LABORATORY SHALL BE RETAINED BY THE CONTRACTOR TO II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VERIFY SPECIFIED COMPACTION DENSITY AND CONCRETE STRENGTH. II r 'E'X I S,T'; L FAILURE OF ANY TESTING TO MEET SPECIFIED REQUIREMENTS SHALL BE . . . . . . . . . . . . . . ... PAVtM •NT . . . . . .. . DEEMED NON-COMPLYING. II ............ .......... 10. ALL STRIPING SHALL MEET THE REQUIREMENTS OF DADE COUNTY PUBLIC II I ... . . . . . . . . . . . . . . . . . . . ...... WORKS DEPARTMENT. II . . . . . . . . . . . . . . . . . . . . . . . N 11 . ALL SIGNAGE SHALL BE IN ACCORDANCE WITH "THE MANUAL ON li . . . . . . . . UNIFORM TRAFFIC DEVICES". f.,... . . . . . . . . . . . . . . . . . . . . . . NEW 2' CONIC. II I .......... CURB & GUTTER II . . . . . . . . . . . . . . . . . . ............ Ld ..... . . . . . . . . . . . RETAIL RETAIL . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . A w A FLOODPLAIN MANAGEMENT ANALYSIS ........... -3 C V. STARBUCKS ...... . . . . . . . . . . . . . . . . . . . . . . . BUILDING ............ 00 Process # Folio # ........ ... ........... . X.; f II I . . . . . ..... ..... ...... ..... .......... 5796 S.W. 72nd Street 11 f.20. . . . . . .25 Address South Miami, Florida 33143 Highest Crown/Road Elv.: 1 1 .29 .... ..... ............ Highest crown of road elevation above was taken from a certified . . . . . . . . . . ..... . . . . . . . . . .. survey prepared by Lazaro D. Alonso PILS Lic # 3590 II f...... . . . . . . . . .. 6 lilt. Elevation Lowest Floor Adjacent Grade Lowest Catch Basin . . . . . . . . . . . . . . . A: . . . . . . . . . . . . . . . . . . T-11+I_T . . . . . . �4 Existing 11 .34 F.H. .. . . . . . . . . . STARBUCKS BUILDING . . . . . . . . . . Proposed 11 .14 11 .25 0.79 5796 S.W. 72ND STREET . . - 1-1 . II I POWER -POLE__,� A Tie-Beam Elevation Certificate, is required before making any SOUTH NIIANII, FLORIDA 33143 II . . . . . . . . . ..... inspection above lowest floor and a Final Elevation Certificate II t is required before issuance of certificate of occupancy or II l.... . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... completion (Completion HOLD 186) 11 1 c3-3d3) Call 375-6685 II . . . . . . .... PAVING-GRADING- '.'.MATCH.-EXIST. . . . EXISTING RETAIL DRAINAGE PLAN II . . . . . . . . . . . . . . . . . . . . II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DRAINAGE STRUCTURE TABLE DRAWN BY: K.L.R./G.G.G. A CHECKED BY: N.H.O. RIM/ PIPE STRUCTURE POLLUTION ID TYPE GRATE INVERT INVERT BAFFLE I APPROVED BY: R.B.B. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A CATCH BASIN 10.79 7.25 3.75 1 DATE: 11-19-99 SIDEWALK FINISHES B MANHOLE 11 .07 7.25 3.75 0 PROJECT NO.: 9922 REVISIONS 1 . ALONG SUNSET DRIVE, NEW SIDEWALK JOINT PATTERN AND FINISH SHALL MATCH ADJACENT CONDITIONS ON SUNSET DRIVE. 11-22-00 ADJ. DRAINAGE STRUCTURE CaU 48 hours before you dig 2. ALONG S.W. 58th AVE., NEW SIDEWALK JOINT PATTERN LEGEND 10-20-00 GENERAL REVISION AND FINISH SHALL MATCH ADJACENT CONDITIONS 8-03-00 REVISE S.W. 58th AVENUE It's the Lawl ON S.W. 58th AVE. 4-07-00 ADJ. PLAN PER NEW SURVEY 1-800-432-4770 ....... ........... %.................... NEW ASPHALTIC PAVEMENT EXISTING CATCH BASIN SCALE: AS SHOWN Sunshine State One Call of Florida, Inc. PAVING-GRADING-DRAINAGE PLAN SHEET NUMBER: r09 SCALE 1" = 10' NEW SIDEWALK EXISTING SPOT ELEVATION EXISTING ASPHALTIC PAVEMENT NEW SPOT ELEVATION TO REMAIN C - 2 OF 2 OF 5•NEW C, '6 E U C E L. * K SHOP 0 P To 8 E LOS E AS 1 B LE To SIDEWALK K L V E L +1 11 .1 4 37 I ZNO� DRAINAGE STRUCTURE