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09-97R (2)-002FLOOD LEGEND Additions, Remodeling, Repairs & Combination FOLIO: ADDRESS: 6800 RED ROAD, SOUTH MIAMI, FLORIDA LOT/UNIT: BLOCK/BLDG: SUBDIVISION: PLAT BOOK: 2 PAGE: 105 COST OF CONSTRUCTION- SCOPE OF WORK INTERIOR RENOVATION- COST OF WORK (MUST INCLUDE ITEMIZED LIST): $ ADDITION- COST OF WORK- SQ.FT. OF CONST. X (47 SQ.FT. LIVING SPACE): $ SQ.FT. OF CONST. X (35 SQ.FT. STORAGE, GARAGE, TERRACE): $ TOTAL COST OF WORK: $ THE OWNER OF THIS PROPERTY UNDERSTANDS THAT THE WORK AMOUNT INDICATED ABOVE IS GOING TO BE KEPT ON THE OFFICIAL PERMIT RECORD DURING A SIX (6) MONTH PERIOD FROM THE DATE OF WHICH THE CERTIFICATE OF COMPLETION IS ISSUED. IF ANY ADDITIONAL, REPAIR, RECONSTRUCTION, ALTERATION, ADDITION, REMODELING OR COMBINATION THEREOF IS DONE BEFORE THE CERTIFICATE OF COMPLETION IS ISSUED, OR WITHIN THE TRACKING PERIOD, IT WILL BE CONSIDERED A CONTINUANCE OF THE ABOVE WORK. IF THE PROPERTY IS DECLARED SUBSTANTIALLY IMPROVED OR DAMAGED AND THE FLOOR ELEVATION IS NOT IN COMPLIANCE THE STRUCTURE WILL BE ELEVATED IN ACCORDANCE WITH CHAPTER 11C OF THE MIAMI-DADE COUNTY CODE. 0' - 0" = NGVD OT -73 -OCK-9 IIS + Lowest Floor Elev.(including basement/sunken areas) Garage/ Storage Floor Elevation Adjacent Grade Elevation (next to the wall of the structure) EXISTING 36"X10" TAW 3 B PROPOSED FT. NGVD FT. NGVD FT. NGVD V V (n 0 0 THE OWNER OF THIS PROPERTY UNDERSTANDS THAT THE WORK AMOUNT INDICATED ABOVE IS GOING TO BE KEPT ON THE OFFICIAL PERMIT RECORD DURING A SIX (6) MONTH PERIOD FROM THE DATE OF WHICH THE CERTIFICATE OF COMPLETION IS ISSUED. IF ANY ADDITIONAL, REPAIR, RECONSTRUCTION, ALTERATION, ADDITION, REMODELING OR COMBINATION THEREOF IS DONE BEFORE THE CERTIFICATE OF COMPLETION IS ISSUED, OR WITHIN THE TRACKING PERIOD, IT WILL BE CONSIDERED A CONTINUANCE OF THE ABOVE WORK. IF THE PROPERTY IS DECLARED SUBSTANTIALLY IMPROVED OR DAMAGED AND THE FLOOR ELEVATION IS NOT IN COMPLIANCE THE STRUCTURE WILL BE ELEVATED IN ACCORDANCE WITH CHAPTER 11C OF THE MIAMI-DADE COUNTY CODE. 0' - 0" = NGVD OT -73 -OCK-9 IIS + SYMB. .. CL , 36"X10" TAW 3 B 24"X30ilX16" TAW r' I J U J V V (n 0 0 F- w N ° r u © 000 I " o ', E O 5•. W 7.- PROVIDE ADDITIONAL CONCRETE WALK TO MATCH EXISTING. a W A LL cn a_ I 9.- NEW DRIVE THRU ADDITION. SEE DETAIL. '! z W [L' w' ry (� W � 1/4" X 5'-0" FILL PUMP BASE. u 0� W v n � V Q ami 12" AUGURED HOLE 24" DEE? E m m v U _W ' x c? r4 (INTO COMPACTED FILL). I.. ; C) N In 03 S L VU:JU ��� e■ � M ch o co a ^1; ' co 0 L CD c� i N ,f PROGRESS ROAD 19•L.UU knotivi) 8" CONC. BLK. — SEE STRUCTURAL DRAWINGS FOR DETAIL. 314"Od' DEEP PIPE SLEEVES EMBEDDED IN ASPHALT PAVING TO HOLD BOTTOM CANE BOLTS ON GATE OPEN. YOGATE POST (GALV.) SET IN CONC.12"0x30" DEEP (TYP.) 0 Eo NOTE: DUMPSTER PAD MUST BE 6" ABOVE GRADE S.F.B.C, 4605 10'-0" CLEAR 8"Ox4'-0" HI PIPE BOLLARD CONC. FILLED & SET IN CONC. 30" DEEP PAINTED YELLOW (TYP.) 8"x12" CONIC, TIE COL. W/ 4 #5 VERT. AND #3 TIES AT 12" O.C. 6" CONC. SLAB W/ 6x610110 WWM ON COMPACTED FILL. (2 LAYERS OF MESH) PVC SLATS GATE - SEE ELEVATION. O DUMPSTER ENCLOSURE PLAN VIEW SCALE: 1/4" = 1'-0" CONCRETE CURB TYPE D CONCRETE PAVER 2 3/8" MIN. THICKNESS 1" BEDDING SAND COMPACTED AGGREGATE BASE BRICK PAVERS DETAIL SCALE: 1" = V-0" GEOTEXTILE AS REQUIRED TURN UP AT SIDES OF BASE COMPACTED SOIL SUBGRADE METRO RAIL CO 9 EXISTING SITE PLAN SCALE: 1/16" = V-0" PV(, SLATS SECURE TO GATE ni IMPSTFR FN(a nSI1RF WAI I,S )TUCCO HOLD -OPEN BOLTS DUMPSTER ENCLOSURE ELEVATION SCALE: 1/4" = 1'-0" r A" SPHALT TYPE D CONCRETE CURB DETAIL TYPE "D" CURB (TYF PRECAST, WHEELST( ASPHALTIC SURFACE 4" PAINTEC WHITE STF PARKING SPACE DETAIL SCALE: NTS. SITE DATA: A) ZONING: TODD LI -4 B) NET PROJECT ACREAGE AREA: 12,929 S.F. C) PROPOSED BUILDING AREA GROSS: 1,779 S.F.(14%) D) PERVIOUS AREA (LANDSCAPE AREA): 1,300 S.F.(10%) E) IMPERVIOUS AREA: 11,629 S.F.(90%) 1. BUILDING..............................................1,779 S.F. 2. CONC. SIDEWALKS..............................1,802 S.F. 3. TRASH DUMPSTER PAD.........................215 S.F. 4. ASPHALT ............................................... 7,811 S.F F) REQUIRED PARKING: SMALL RESTAURANT = 1,779 S.F. @1/400:5 SPACES TOTAL REQ'D. PARKING = 4 + 1 H.C.= 5 SPACES TOTAL PROVIDED PARKING = 7 + 1 H.C.= 8 SPACES G) SETBACKS: REQUIRED PROVIDED FRONT 10'-0" 19'-7" REAR 5'-0" 26'-10" SIDE - 13'-10" THIS SITE V h 9gJ t .' SYMB. VUUV UUV U JV UU 0 36"X10" TAW 3 B 24"X30ilX16" TAW I I FLL U U U U J U J V V �W W 37 LO F- w W 0 V U U U U V U u © 000 I " o ', E O O W 7.- PROVIDE ADDITIONAL CONCRETE WALK TO MATCH EXISTING. 8"Ox4'-0" HI PIPE BOLLARD CONC. FILLED & SET IN CONC. 30" DEEP PAINTED YELLOW (TYP.) 8"x12" CONIC, TIE COL. W/ 4 #5 VERT. AND #3 TIES AT 12" O.C. 6" CONC. SLAB W/ 6x610110 WWM ON COMPACTED FILL. (2 LAYERS OF MESH) PVC SLATS GATE - SEE ELEVATION. O DUMPSTER ENCLOSURE PLAN VIEW SCALE: 1/4" = 1'-0" CONCRETE CURB TYPE D CONCRETE PAVER 2 3/8" MIN. THICKNESS 1" BEDDING SAND COMPACTED AGGREGATE BASE BRICK PAVERS DETAIL SCALE: 1" = V-0" GEOTEXTILE AS REQUIRED TURN UP AT SIDES OF BASE COMPACTED SOIL SUBGRADE METRO RAIL CO 9 EXISTING SITE PLAN SCALE: 1/16" = V-0" PV(, SLATS SECURE TO GATE ni IMPSTFR FN(a nSI1RF WAI I,S )TUCCO HOLD -OPEN BOLTS DUMPSTER ENCLOSURE ELEVATION SCALE: 1/4" = 1'-0" r A" SPHALT TYPE D CONCRETE CURB DETAIL TYPE "D" CURB (TYF PRECAST, WHEELST( ASPHALTIC SURFACE 4" PAINTEC WHITE STF PARKING SPACE DETAIL SCALE: NTS. SITE DATA: A) ZONING: TODD LI -4 B) NET PROJECT ACREAGE AREA: 12,929 S.F. C) PROPOSED BUILDING AREA GROSS: 1,779 S.F.(14%) D) PERVIOUS AREA (LANDSCAPE AREA): 1,300 S.F.(10%) E) IMPERVIOUS AREA: 11,629 S.F.(90%) 1. BUILDING..............................................1,779 S.F. 2. CONC. SIDEWALKS..............................1,802 S.F. 3. TRASH DUMPSTER PAD.........................215 S.F. 4. ASPHALT ............................................... 7,811 S.F F) REQUIRED PARKING: SMALL RESTAURANT = 1,779 S.F. @1/400:5 SPACES TOTAL REQ'D. PARKING = 4 + 1 H.C.= 5 SPACES TOTAL PROVIDED PARKING = 7 + 1 H.C.= 8 SPACES G) SETBACKS: REQUIRED PROVIDED FRONT 10'-0" 19'-7" REAR 5'-0" 26'-10" SIDE - 13'-10" THIS SITE V h 9gJ t .' SCALE: 1/2"=l' -O" 0 LOCATION PLAN N.T.S.D in- PROGRESS ROAD P.K. AIL 18' ASPHALT PAV'MT 25' TOTAL RIW p FIP 1/2" NO I.D. 444.0 \ OR&M) 12-0 EXISTING PALM TREE 2' CURB & NEW GRASS & NDA GRASS & GUTTER PLANTING CANTING © EXISTING PALM TREE DO NOT ENTER SIGN ! NEW PIPE 3Q;� NEW ELOTRASD GUARD p �� • NEW GRASS & �N4 EXISTING CUT TO REMAIN z PLANTING i %gyp m ° ♦ Jho LOT -77 DO NOT ENTER SIGN o BLOCK -9 NEW GRASS & 90 8 7 6 5 4 3 2 1 7Q PLANTING LOT -74 .._. ~ • Z�: a 3 NE - IRKING SPACES 6 EXISTING PARKING SPACES 00%,� x 11.72 RELOCATED LOT -73 BLOCK -9 0 FLAGPOLE BLOCK -9 BUILDING a 0 4' WALKWAY #5712 NEW PALM TREE a TYR ' A a 12.87, NEW OPEN TERRACE NEW CURB 0" N AXI A? INC :' ``'' 24.20' NEW PAVERS – COMMON NAME SCIENTIFIC NAME • LAUREL OAK QUERUS LURIXOLIA BAMBOO BAMBOSA VULGARIS ROYAL PALM 0 ILEX CASSINEI L. DAHOON HOLLY ARECA PALM ¢ W ( z C 0 a 0z 000 'au is aW (DN Lu nzC�+Z o 0 705020 SYMB. VUUV UUV U JV UU 0 36"X10" TAW 3 B 24"X30ilX16" TAW 4 U U U U J U J V V V 37 LO F- w W 0 V U U U U V U u U " o ', E O O 0 7.- PROVIDE ADDITIONAL CONCRETE WALK TO MATCH EXISTING. i ; w W A LL � � a_ 8" STEEL PIPE 1'-0" U 9.- NEW DRIVE THRU ADDITION. SEE DETAIL. '! z W [L' WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL HAVE PRECEDENCE v IFY AND BE ' Q (� W � 1/4" X 5'-0" FILL PUMP BASE. u 0� W 12" AUGURED HOLE 24" DEE? E v U _W c? (INTO COMPACTED FILL). N VU:JU ��� e■ _� ch o L r Y (.5 o I' I Z ©_ U CD ' Ima J > LL_J U W 'F' 4 ' = w cc �� 5 a IQ m PIPE GUARD DETAIL(D Q ,VV+ Z g SCALE: 1/2"=l' -O" 0 LOCATION PLAN N.T.S.D in- PROGRESS ROAD P.K. AIL 18' ASPHALT PAV'MT 25' TOTAL RIW p FIP 1/2" NO I.D. 444.0 \ OR&M) 12-0 EXISTING PALM TREE 2' CURB & NEW GRASS & NDA GRASS & GUTTER PLANTING CANTING © EXISTING PALM TREE DO NOT ENTER SIGN ! NEW PIPE 3Q;� NEW ELOTRASD GUARD p �� • NEW GRASS & �N4 EXISTING CUT TO REMAIN z PLANTING i %gyp m ° ♦ Jho LOT -77 DO NOT ENTER SIGN o BLOCK -9 NEW GRASS & 90 8 7 6 5 4 3 2 1 7Q PLANTING LOT -74 .._. ~ • Z�: a 3 NE - IRKING SPACES 6 EXISTING PARKING SPACES 00%,� x 11.72 RELOCATED LOT -73 BLOCK -9 0 FLAGPOLE BLOCK -9 BUILDING a 0 4' WALKWAY #5712 NEW PALM TREE a TYR ' A a 12.87, NEW OPEN TERRACE NEW CURB 0" N AXI A? INC :' ``'' 24.20' NEW PAVERS – COMMON NAME SCIENTIFIC NAME • LAUREL OAK QUERUS LURIXOLIA BAMBOO BAMBOSA VULGARIS ROYAL PALM 0 ILEX CASSINEI L. DAHOON HOLLY ARECA PALM ¢ W ( z C 0 a 0z 000 'au is aW (DN Lu nzC�+Z o 0 705020 D 0 J LL SYMB. DIMENSIONS Q 0 36"X10" TAW 3 B 24"X30ilX16" TAW 4 C 20"X30iiX16" TAW :E_1 � W o 37 LO F- w W 0 W C-7 LL " o ', SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION O 0 7.- PROVIDE ADDITIONAL CONCRETE WALK TO MATCH EXISTING. i ; w W LL 8.- PROVIDE NEW PLANTING & PLANTING MATERIAL. a_ D 0 J LL ECTRICAL ETER � 43.00' o NEW GRASS C DRILL 0 0� NEW PIPE / ' \ HOLE Q O O 00 DRI E THRU DISPL ND UARD 1 -STORY BLDG EXISTING BUILDING p 8- OR ER PANEL LO N 9" o #6$00 TO BE RENOVATED � ti° A INaTAVI PST Y THEIRS - = -- " F.F.E. 13.42' a NEW OPEN FOUND 12'-0" T-2" 6'-0SERV. AREA B NAIL � 43.30' 28'-0" LANDSCAP C) 23.90' 12. 1Zr EXISTING o SI PARKING EXISTING DRIVE THRU, EW GRA Q ASPHALT PAVE ENT PLANTIN© FIP 2' �vEW PIPE ARD 142.00'(R&M) F P 1/2" Q N I.D. GAS ER REMOVE EXISTING NO I.D. SIGN 4S) am&tqJ § NOTE: SIGNAGE UNDER SEPARATE PERMIT ]"{'( 0� 0 G 0E?_f - Lo �A�R c3OGCUx�A.. - - A Q� J EXISTING BLDG. AREA TO REMAIN AS IS: 1,779 S.F. <6 / 4Aq METRO RAIL CO `PROPOSED SITE PLAN PLANTERS & LANDSCAPE SCHEDULE SYMB. DIMENSIONS Q 04/15/09 ZONING 36"X10" TAW 3 B 24"X30ilX16" TAW 4 C 20"X30iiX16" TAW :E_1 r� L TECTONICS ASSOCIATES, INC. AND WERE CREATED, EVOLVED AND /' 4 0 a 5.- REMOVE EXISTING CURB. / ' •' c F�,q' `. i/� ,�� DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS LL " o ', SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION 0 7.- PROVIDE ADDITIONAL CONCRETE WALK TO MATCH EXISTING. i ; w FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSIOIN OF TECTONICS ASSOCIATES, INC. 8.- PROVIDE NEW PLANTING & PLANTING MATERIAL. 9.- NEW DRIVE THRU ADDITION. SEE DETAIL. '! z W [L' WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL HAVE PRECEDENCE v IFY AND BE ' Q (� W � 0� W ECTRICAL ETER � 43.00' o NEW GRASS C DRILL 0 0� NEW PIPE / ' \ HOLE Q O O 00 DRI E THRU DISPL ND UARD 1 -STORY BLDG EXISTING BUILDING p 8- OR ER PANEL LO N 9" o #6$00 TO BE RENOVATED � ti° A INaTAVI PST Y THEIRS - = -- " F.F.E. 13.42' a NEW OPEN FOUND 12'-0" T-2" 6'-0SERV. AREA B NAIL � 43.30' 28'-0" LANDSCAP C) 23.90' 12. 1Zr EXISTING o SI PARKING EXISTING DRIVE THRU, EW GRA Q ASPHALT PAVE ENT PLANTIN© FIP 2' �vEW PIPE ARD 142.00'(R&M) F P 1/2" Q N I.D. GAS ER REMOVE EXISTING NO I.D. SIGN 4S) am&tqJ § NOTE: SIGNAGE UNDER SEPARATE PERMIT ]"{'( 0� 0 G 0E?_f - Lo �A�R c3OGCUx�A.. - - A Q� J EXISTING BLDG. AREA TO REMAIN AS IS: 1,779 S.F. <6 / 4Aq METRO RAIL CO `PROPOSED SITE PLAN PLANTERS & LANDSCAPE SCHEDULE SYMB. DIMENSIONS QTY. 04/15/09 ZONING 36"X10" TAW 3 B 24"X30ilX16" TAW 4 C 20"X30iiX16" TAW :E_1 r� L PIZLA MUSTICA SITE IMPMOVEMEIVT SCHEDULE: SCALE: 1/16" = V-0" - - -- 1 - DRIVEWAY: REPAIR RESEAL AND RESTRIPE - date 12--10�U$ REVISED BY: ONE D+B 1 04/15/09 ZONING 2 05/04/09 ZONING 7 06/30/09 4.- PROVIDE FLAG FOR EXISTING FLAG POLE. r� L TECTONICS ASSOCIATES, INC. AND WERE CREATED, EVOLVED AND /' 4 a 5.- REMOVE EXISTING CURB. / ' •' c F�,q' `. i/� ,�� DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS OVER SCALED DIMENSIONS. CONTRACTORS SHALL ER $ ee 3 11 PROVIDE 10'X20' CONC. SLAB CENTERED ON DRIVE THRU WINDOW. RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS LANDSCAPE "MEET MINIMUM OF { a OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND ILS MUST BE sp- M 10.- RESTRIPE PARKING LOT AS SHOWN ON THIS SHEET FOR DRIVE THRU ADDITION. 4 DOUBLE YELLOW LINES -��; h"�r SUBMITTCONDITIOED TO TNS OHIS O FICE FOR N BY THESE APPR VA WINGS.SBEOORE PAROCEEDNG WITHIAMI-DADE LANDSCAPE REQUIREMENTS ( ) ` �L () '; �' FABRICATION. of I I • i 2.- TRASH ENCLOSURE: NEW. g i t �, 'r"• ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR project number 3.- NEW PLANTERS REQUIRED- (SEE PLAN & PLANTER SCHEDULE ON THIS SHEET), 1 OF r REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF 4.- PROVIDE FLAG FOR EXISTING FLAG POLE. r� L TECTONICS ASSOCIATES, INC. AND WERE CREATED, EVOLVED AND /' 4 a 5.- REMOVE EXISTING CURB. / ' •' c F�,q' `. i/� ,�� DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS 6.- PROVIDE PIPE GUARDS (3 PLACES). SEE DETAIL. " o ', SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION 7.- PROVIDE ADDITIONAL CONCRETE WALK TO MATCH EXISTING. i ; w FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSIOIN OF TECTONICS ASSOCIATES, INC. 8.- PROVIDE NEW PLANTING & PLANTING MATERIAL. 9.- NEW DRIVE THRU ADDITION. SEE DETAIL. '! AR 0 011115 ' ` :_ WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL HAVE PRECEDENCE v IFY AND BE ' OVER SCALED DIMENSIONS. CONTRACTORS SHALL ER $ ee 3 11 PROVIDE 10'X20' CONC. SLAB CENTERED ON DRIVE THRU WINDOW. RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS LANDSCAPE "MEET MINIMUM OF { a OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND ILS MUST BE sp- M 10.- RESTRIPE PARKING LOT AS SHOWN ON THIS SHEET FOR DRIVE THRU ADDITION. 4 DOUBLE YELLOW LINES -��; h"�r SUBMITTCONDITIOED TO TNS OHIS O FICE FOR N BY THESE APPR VA WINGS.SBEOORE PAROCEEDNG WITHIAMI-DADE LANDSCAPE REQUIREMENTS ( ) ` �L () '; �' FABRICATION. of I I • i