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09-191-002PAVING - GRADING - DRAINAGE NOTES 1. GRADING SHALL CONSIST OF ALL EXCAVATION, FILLING, SHAPING AND SLOPING NECESSARY FOR THE CONSTRUCTION, PREPARATION AND COMPLETION OF ALL SUBGRADES SHOULDERS, SLOPES, INTERSECTIONS, PAVEMENTS AND OTHER AREAS, ALL IN ACCORDANCE WITH THE ALIGNMENT AND GRADES SHOWN IN THESE DRAWINGS. 2. DRAINAGE STRUCTURES SHALL BE AS DETAILED IN THESE DRAWINGS. DRAINAGE PIPE TO BE CORRUGATED POLYETHYLENE. 3. SAWCUT ALL PAVEMENT EDGES WHERE EXISTING PAVEMENT IS TO REMAIN. 4. CONCRETE CURB, SIDEWALK AND SLABS SHALL CONSIST OF 3,000 PSI PORTLAND CEMENT CONCRETE, AS SHOWN IN THESE DRAWINGS. 5. ALL REINFORCING, ALL SIZES, SHALL CONFORM TO ASTM A615, GRADE 60. 6. ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE A LIGHT BROOM FINISH, UNLESS OTHERWISE DIRECTED. 7. TESTING LABORATORY SHALL BE RETAINED BY THE CONTRACTOR TO VERIFY SPECIFIED COMPACTION DENSITY AND CONCRETE STRENGTH. FAILURE OF ANY TESTING TO MEET SPECIFIED REQUIREMENTS SHALL BE DEEMED NON - COMPLYING. 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GRATE EL. 10.86 f.........%. • • • • • •1.1.1.1 • • • • • • • • . . SIDEWALK XIST. 2' CURB _ I . ..•;•. ': NEW CONCRETE WALKS /PAVEMENTS / / /........ ' ' 1 \ \ GUTTER I /// : : : : : : : :: : ..:.:.:.:.:.:.:.:.:.:.:. \ \\ EXIST. 2 CURB R/W LINE R/W LINE SECTION B -B & GUTTER W • W NEW TURF BLOCK / / / //' ' ' " ' ' ' ' " ' ' ' ' \ \ \\ \ (COORD. W/ ARCH. DWG'S) /// .'.'.'.'.'.' .'.'.'.'.'.'.'.j ............... \� R/W /LINE / / / PROP. / BUILDING / / SCALE : 1 " = 3/16' �:; WW W � / / .. ..............................\ \ RIME NEW BRICK PAVERS EXIST. SIDEWALK :, / .. •,•.•.•.•.•.•,•.•.•.•.•.•.•.•.• •.•.•.•••.•.•.•.•.•.•.•.•.•.•.• \.�� I EXIST. SIDEWALK (COORD. W/ ARCH. DWG'S) ======= = = = = =- ��..'................... .'.. � T. -.-.- TT t..r•� T•� T t. -. /! .'.'.'.'.'.'.' .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. '.'.'.'.'.'.'.' .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'`` -. . . . .T -.T. T T.T Tr•.T. Tr.Tt.T LLLLLL LLLLLL EXIST. PAVERSE• XIST • :•'2'•'•'•'•'•'•'•'•'•'•'•'• �EX1ST :.'.2'.'.'.'.'.'.'.'.'.'.'. .. 25 .'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . LLLLLL (TO REMAIN) CUFB.:•8t•: GUTTER• ..........................................'. I. ............................... ........CURB:. &.:.G1177ER.'.. c;vlv�. �uwrc S.W. 68th STREET ................................. ............................... ............................ ............................... 2, � 2, I .'.S•: *,; *. F•9 f •h:•'• "S:t•re•et ............. . 4.65' 5' -0" 18' 18' 5' -0" 1 g EXISTING SPOT ELEVATION (SEE SURVEY FOR ........ " -'r, " " - " " .. ' -" ........ ' ...... " " " " " .. .. • FINISHED FLOOR J4 / SLOPE ELEV. 12.35 / / / / 2.0% (M / / NEW CONCRETE SIDEWALK • �--� ........... .. I.I. . .,..� •. - 1 l L /-J7 _L. t L-1-1 - L6�-11 l L /-J LL \� 1 1 L.� \-] 1 L .L y_ -%r - - - - \ \ \. .I�.: : : : : : : : : : . 7 Lv L� R/W LINE \ \ \• • • • .. , ...... *..... . /// R/W LINE L__ - - -- --- --�rql �+ J EXIST. CONCRETE NEW CATCH BASIN \ \ \ " " " " " "' •.. ' /// SIDEWALK \�\ : : : : : : : :: /// / XIST. 2' CURB - I 1 1�1'.'.'.'.'.'.'.' .'.'.' ..:.:.:.:.:.:.:.:.:.'.III I . GUTTER EXIST. 2' CURB FD NEW FRENCH DRAIN & GUTTER �I �•�•�•�•�•••�•�•••�•�• • ••I II SECTION A -A SCALE : 1 " = 3/16' -- a It 2 M U) H 2 cc W CL. CALL 48 HOURS BEFORE YOU DIG IN FLORIDA S'-�r-, 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 1 1 2/19/09 1 ADDRESS CITY PW COMMENTS 11 Architect 11 Project No: 0880 EXIST. ROADWAY TO BE EXIST. ROADWAY TO BE Drawn by: 1 .'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ADDITIONAL INFORMATION) ••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••• Approved by: N.H.O. MILLED & RE- SURFACED MILLED & RE- SURFACED (1„ DEPTH MIN.) I (1" DEPTH MIN.) 12/23/08 Scale: ' '.'EXIST.. "2'. ". ".'. '.'.' '. .'. .' '. .' '. .' " ' .. ' ". .' ". ." ". .' '.EXIST.:.'.2'.•.' .'. ". ".'. ". ". C. URB.'.&.'. GU• TTER.'.'.....'.....'.....'.'.....'.....'.'.....' .......:.:.:. I..'.....'.....'.' .....'.....'.'.....'.....'.'..I-.. CURB.'.8t.'.GU77ER'.'.'. 8.50 NEW SPOT ELEVATION L �...........- .. ............................... _ ............ . """""""""""""""_" S� LOPE I SLOPE ____ ____ _ - - - - - - - = _ _ _ _ _ _ _ _ _ _ _ _ - � ........................ - - _ _ _ _ _ = = = �� �. .� i� EXIST. SIDEWALK �����• '.' :•:':':• :..................':': ':':•:'.':•, •:':':':'.'.............���i EXIST. SIDEWALK NEW STRUCTURE I.D. ��� ....................... ............ /,, O - - - - - - - - ��\'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. �,/ • �--� ........... .. I.I. . .,..� •. - 1 l L /-J7 _L. t L-1-1 - L6�-11 l L /-J LL \� 1 1 L.� \-] 1 L .L y_ -%r - - - - \ \ \. .I�.: : : : : : : : : : . 7 Lv L� R/W LINE \ \ \• • • • .. , ...... *..... . /// R/W LINE L__ - - -- --- --�rql �+ J EXIST. CONCRETE NEW CATCH BASIN \ \ \ " " " " " "' •.. ' /// SIDEWALK \�\ : : : : : : : :: /// / XIST. 2' CURB - I 1 1�1'.'.'.'.'.'.'.' .'.'.' ..:.:.:.:.:.:.:.:.:.'.III I . GUTTER EXIST. 2' CURB FD NEW FRENCH DRAIN & GUTTER �I �•�•�•�•�•••�•�•••�•�• • ••I II SECTION A -A SCALE : 1 " = 3/16' -- a It 2 M U) H 2 cc W CL. CALL 48 HOURS BEFORE YOU DIG IN FLORIDA S'-�r-, 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 1 1 2/19/09 1 ADDRESS CITY PW COMMENTS 11 Architect 11 Project No: 0880 Model File: Drawn by: V.Q. / A.M. Approved by: N.H.O. Date: 12/23/08 Scale: AS SHOWN CES PROJECT No. 08065 Copyright Sheet Title PAVING - GRADING DRAINAGE PLAN AND NOTES Sheet Number C=2 SOMERSET SOUTH MIAMI