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00-0445-005WL SUNSET DRIVE _J _J r ��� S .W. 72nd STREET V) � 5<- x i i I PAVING-GRADING-DRAINAGE NOTES 1 . GRADING SHALL CONSIST OF ALL EXCAVATION, FILLING, SHAPING AND ,.•, -<< .•.; .� �� � SLOPING NECESSARY FOR THE CONSTRUCTION, PREPARATION AND F- - - - - - - - - - EXIST. TEL- - - - I �1, " ` 1 - ., - `�- -_ -__----_- COMPLETION OF ALL SUBGRADES, SHOULDERS, SLOPES, INTERSECTIONS, - - - - - - - - - - _-- _--_--_-EXIST. TEL- _- - -_-- _-- _--_J__--_--_ _--_--_--_-- - � _- - - - - - - - - - - - - - PAVEMENTS AND OTHER AREAS, ALL IN ACCORDANCE WITH THE ---------- ---------- - - --- - ------------ 1 -- -- -- -----71j -----� ��••.: �`•' ;. FJ(1(�7, .' /��B 'f ' rt ' ��'t : <<..; _ •i;-v,�-_-________ -- ALIGNMENT AND GRADES SHOWN IN THESE DRAWINGS. �' 2. DRAINAGE PIPE TO BE CORRUGATED POLYETHYLENE, CORRUGATED 1 a� ` 1 ALUMINUM OR BITUMINOUS COATED CORRUGATED STEEL. CB ffIST,4"CB; : . , , '. ,• .. �� �� �� \\\ �\ I I I I It, 'C�', a ''rt•', • ..ra,• �' . � �. t ,.t.• ``• �{ , ,•.` '1` {'' ,;' t �1 C -------- --------� ll�'"'; ` '`• ' '•t r ' ' ',f 3. SAWCUT ALL PAVEMENT EDGES WHERE EXISTING PAVEMENT IS TO --I II•..•.1 t• •r� 1 ,• t" ,, � , . :,• o :t •• ,. tr, •1 •.r, �. I I ° I il• t • t� �•rt �,' ' \�; <<' �� REMAIN. 4 . 7rleCONSULTING ENGINEERING ri NEW ASPHALTIC PAVEMENTS SHALL CONSIST OF COMPACTED SUBGRADE r- 4• 8925 S.i/. 148th ST E T COMPACTED LIMEROCK SUBBASE AND TYPE S-3 ASPHALTIC CONCRETE, - ��MIAMI, FLORIDA 3 8 .STAR 0 I AS SHOWN IN THESE DRAWINGS. •' r7 . + II I I I Ir COFFEE SHOP F. FL. EL. TO BE 11 .20 I 5. AFTER ALL ASPHALTIC CONCRETE REMOVAL/RECONSTRUCTION IS COMPLETE, = ''1 's�• r ter' II I "<, .. I' AS CLOSE AS Ir = •r " II I EXIST. ra t POSSIBLE TO ( ( I ALL NEW AND EXISTING ASPHALTIC SURFACES SHALL BE CLEANED AND : .. I II I POWER POLE I'`.' % • • SIDEWALK LEVEL I I z I SEALCOATED WITH TWO (2) COAT APPLICATION OF ,COAL TAR EMULSION w '�► (1/2 +/-) I I a SEALER TO MEET FEDERAL SPECIFICATION RP355E STAYCOAT JC7 OR � ,, �>... II I I I I I II •``; , I I o I EQUAL, WITH APPROXIMATELY 3 TO 4 POUNDS OF #2 SILICA SAND ADDED I TO THE MATERIAL; AND, STRIPED PER SHEET C-1 AND DETAILS, SHEET C-4. I I 1 31 I I I I• w '•r I 12 RICHARD, $OCH Q w , V I PE-19833 (CIVIC ' II I I I Il.•. COURTYARD ( I Z I 6. CONCRETE CURB, SIDEWALK AND SLABS SHALL CONSIST OF 3,000 PSI PORTLAND CEMENT CONCRETE, AS SHOWN IN THESE DRAWINGS. PRINTS II I of JI DATE REMARK I I I WI I f' . t•. 1t II I �I �'i 14 ,r�, = I I _J X09° I 7. ALL REINFORCING, ALL SIZES, SHALL CONFORM TO ASTM A615, GRADE 60. II I of I 8. ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE A LIGHT BROOM ate.I w FINISH, UNLESS OTHERWISE DIRECTED. 9. TESTING LABORATORY SHALL BE RETAINED BY THE CONTRACTOR TO VERIFY SPECIFIED COMPACTION DENSITY AND CONCRETE STRENGTH. II I I I Il;' ' '' � '� • 11 .20 FAILURE OF ANY TESTING TO MEET SPECIFIED REQUIREMENTS SHALL BE II I I I II ( DEEMED NON-COMPLYING. © I 10. ALL STRIPING SHALL MEET THE REQUIREMENTS OF DADE COUNTY PUBLIC II I I I Ii'. ; •. WORKS DEPARTMENT. II I I I II • :�;; r ,•, , � I 11 . ALL SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON II I I I If �' I •,� I I UNIFORM TRAFFIC DEVICES". II I I I I I I ,t lc W II I I I il; ;'•` ; t RETAIL RETAIL II 1 I I II f • COORDINATE NEW II I ( I IL.'� f ' • . I Z TREE GRATE , FLOODPLAIN MANAGEMENT ANALYSIS 1 f W iI I ( , „ . ',,,f f• ,,• < LOCATIONS 1 I I I I I I I ' ;� I' .• t: DWGS (T LANDSCAPE C .► .. = 1 .1..;__. _ II I i I I Ik ( ) Q I I I I I I I I I• �• ' �� ,t • I �' �• �� L� `,� �� PLAN �?I,`t,�I�!;'�''' �►�'C'i 'e��1 p0 Process # - Folio # - I I I I 1j� II I I 5796 S.W. 72nd Street II 120' 20' I I II : r I�A is to t:k'S"$ `�' �!?�. �: �:'{r; t1(. cif4�t,i«C p'• is Addres ` • South Miami Florida 33143 Highest Crown Road Elv.: 11 .29 Ht'4hest�,crown of road elevation above was taken from a certified ►� ► I I I II I I ��l4 � STARBUCKS ',�; 1 + survey prepared by Lazaro D. Alonso PLS Lic # 3590 Elevation Lowest Floor Adjacent Grade Lowest Catch Basin BUILDING V`• ',• • r'i r '. ! � ; .• s•. I I I I I I I I I I I � ..+r..,�....,,u..,...�.�..-..�....��,.����.....r..�.,..:.�,...........,.....�.....,....,......�.,.�,.. I . - •• I ••• 1'<' '.w} •., s a .., ., ,I1 . •'�I I I I I 1 I I I 1 ...�...►.wi..,rrw s 4\ ,; .1` ,�',�,I ( I c, 1� ,�• , ,.t '' r� . ..�f' y.,+ :Q t' <t t is•,.,• 1` rt, r I I I I I I I I I I D «...�.....«.»..... � --�.. --- t.II ` T� -:4 T�� ..__.. .. ,....r.... _ -- r._.... Exisfjng 1 1 .34 F.H. r' 7 '.' 4 ��I I I NOV, -' -" 6o I1e�1 �vet ;1': 2._ _ 4 t0: Proosed 11 .38 11 .25 11 .20 • r II I EXIST. II I POWER POLE s ,I1:".ttll't�: A he-Beam Elevation Certificate, is required before making any in pection above lowest floor and a Final Elevation Certificate required before issuance of certificate of occupancy or II i completion (Completion HOLD 186) (11c3-3d3) Call 375-6685 I I I � •t•• , I I iii I I STARBUCKS BUILDING II I '`• I EXISTING RETAIL 5796 S.W. 72ND STREET III I SOUTH MIAMI, FLORIDA 33143 , II I • 1 iii ` •' (305 II i -J 111 - - - - - - - - - - - - - - - - - '1 ' DRAINAGE STRUCTURE TABLE RIM/ PIPE STRUCTURE POLLUTION PAVING-GRADING- 11 I I ID TYPE GRATE INVERT INVERT BAFFLE i► i DRAINAGE PLAN i I I EXIST. TREES TO REMAIN (TYP.) A CATCH BASIN 11 .20 5.75 2.25 1 B CATCH BASIN 11 .20 5.75 2.25 1 !I ! DRAWN BY: K.L.R./G.G.G. J CHECKED BY: N.H.O. II I II I APPROVED BY: R.B.B. 11 I i I SIDEWALK FINISHES LEGEND DATE: 1 . ALONG SUNSET DRIVE, NEW SIDEWALK JOINT PATTERN PROJECT NO.: 9922 II I AND FINISH SHALL MATCH ADJACENT CONDITIONS w II I ON SUNSET DRIVE. NEW ASPHALTIC PAVEMENT f� EXISTING CATCH BASIN REVISIONS I I I 2. ALONG S.W. 58th AVE., NEW SIDEWALK JOINT PATTERN < ,• II I AND FINISH SHALL MATCH ADJACENT CONDITIONS �;1 ' NEW SIDEWALK EXISTING SPOT ELEVATION II I ON S.W. 58th AVE. II I EXISTING ASPHALTIC PAVEMENT 7.60 NEW SPOT ELEVATION I II i TO REMAIN I I I ,• I II i I EXISTING PAVEMENT 4-07-00 NEW SURVEYER it I TO BE REMOVED II I I SCALE: AS SHOWN SHEET NUMBER: Ii I Cal 48 hours before you dig. I I It's the Law! II I /a 11-800-432-4770 L LL_ PAVING-GRADING-DRAINAGE PLAN C - 2 Sunshine State One Call of Florida, Inc. SCALE : 1" = 10' 2 OF 5 1' R I I ki