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09-97-006PVC SLATS SECURE TO GATE FRAME (WHITE) DUMPSTER ENCLOSURE WALLS SHALL BE FINISHED SMOOTH STUCCO HOLD -OPEN BOLTS DUMPSTER ENCLOSURE ELEVATION SCALE: 1/4"= 1-O" NOTE: DUMPSTER PAD MUST BE 6" ABOVE GRADE S.F.B.C. 4605 12'-0" CLEAR 8"0x4'-0" HI PIPE BOLLARD CONC. FILLED & SET IN CONC. / " 8" CONC. BLK. SEE STRUCTURAL DRAWINGS FOR DETAIL. 314"0x2" DEEP PIPE SLEEVES EMBEDDED IN ASPHALT PAVING TO HOLD BOTTOM CANE BOLTS ON GATE OPEN. TOGATE POST (GALV.) SET IN CONC. 12"0x30" DEEP (TYP.) 4 Eo 30 DEEP PAINTED YELLOW. (TYP.) 8"x12" CONC. TIE COL. W1 #5 VERT. AND #3 TIES AT 12" O.C. 6" CONC. SLAB W/ 6x610/10 WWM ON COMPACTED FILL. (2 LAYERS OF MESH) SLATS GATE - SEE ELEVATION. - O DUMPSTER ENCLOSURE PLAN VIEW SCALE: 1/4"= 1' -0" --- LANDSCAPE AREA i 1 SInIP:WA1 K 5'-0" TYPE "D" CURB (TYF PRECAST WHEELSTI ASPHALTI( SURFACE 4" PAINTE1 WHITE STF 8'-6" j 8'-6" .1 LANDSCAPE ISLAND PARKING SPACE DETAIL SCALE: NTS. LEGAL DESCRIPTION: THE EASTERLY 10 FEET OF LOT 74 AND ALL OF LOTS 75, 76, 77 & 78, IN BLOCK 9, LESS CURVE WITH 25 FOOT RADIUS IN MOST EASTERLY CORNER OF LOT 78 PER UNITY OF TITLE OF TITLE TO CITY OF SOUTH MIAMI, DATED 10-30-68 OF TOWNSITE OF LARKINS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, AT PAGE 105,OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. SITE DATA: A) ZONING: TODD LI -4 B) NET PROJECT ACREAGE AREA: 12,929 S.F. C) PROPOSED BUILDING AREA GROSS: 1,801 S.F.(14%) D) PERVIOUS AREA (LANDSCAPE AREA): 1,300 S.F.(10%) E) IMPERVIOUS AREA: 11,629 S.F.(80%) 1. BUILDING..............................................1,801 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 = 1,801 S.F. @1/400:5 SPACES TOTAL REQ'D. PARKING = 4 + 1 H.C.= 5 SPACES TOTAL PROVIDED PARKING = 9 + 1 H.C.= 10 SPACES G)SETBACKS: REQUIRED PROVIDED FRONT 10'-0" 19'-7" REAR 5'-0" 26-10" SIDE - 13'-3" FLOOD 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: $ Lowest Floor Elev.(including basement/sunken areas) Garage/ Storage Floor Elevation Adjacent Grade Elevation (next to the wall of the structure) ■ 36"X16" TAW R NEW ■ FT. NGVD ■ FT. NGVD 1 ■ .. NEW PIPE ■ ■ RELO( DRI 30 DEEP PAINTED YELLOW. (TYP.) 8"x12" CONC. TIE COL. W1 #5 VERT. AND #3 TIES AT 12" O.C. 6" CONC. SLAB W/ 6x610/10 WWM ON COMPACTED FILL. (2 LAYERS OF MESH) SLATS GATE - SEE ELEVATION. - O DUMPSTER ENCLOSURE PLAN VIEW SCALE: 1/4"= 1' -0" --- LANDSCAPE AREA i 1 SInIP:WA1 K 5'-0" TYPE "D" CURB (TYF PRECAST WHEELSTI ASPHALTI( SURFACE 4" PAINTE1 WHITE STF 8'-6" j 8'-6" .1 LANDSCAPE ISLAND PARKING SPACE DETAIL SCALE: NTS. LEGAL DESCRIPTION: THE EASTERLY 10 FEET OF LOT 74 AND ALL OF LOTS 75, 76, 77 & 78, IN BLOCK 9, LESS CURVE WITH 25 FOOT RADIUS IN MOST EASTERLY CORNER OF LOT 78 PER UNITY OF TITLE OF TITLE TO CITY OF SOUTH MIAMI, DATED 10-30-68 OF TOWNSITE OF LARKINS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, AT PAGE 105,OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. SITE DATA: A) ZONING: TODD LI -4 B) NET PROJECT ACREAGE AREA: 12,929 S.F. C) PROPOSED BUILDING AREA GROSS: 1,801 S.F.(14%) D) PERVIOUS AREA (LANDSCAPE AREA): 1,300 S.F.(10%) E) IMPERVIOUS AREA: 11,629 S.F.(80%) 1. BUILDING..............................................1,801 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 = 1,801 S.F. @1/400:5 SPACES TOTAL REQ'D. PARKING = 4 + 1 H.C.= 5 SPACES TOTAL PROVIDED PARKING = 9 + 1 H.C.= 10 SPACES G)SETBACKS: REQUIRED PROVIDED FRONT 10'-0" 19'-7" REAR 5'-0" 26-10" SIDE - 13'-3" FLOOD 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. NGVD FLARED SIDE NOTE: ALL TRAFFIC SIGNAGE AND PAVEMENT MARKINGS -'� SHALL BE IN CONFORMANCE WITH BCTE AND MIF X IS LESS THAN 48 IN. UTCD STANDARDS. THAN THE SLOPE OF THE 1� FLARED SIDE SHALL NOT PARKING BY DISABLED EXCEED 1:12 PERMIT ONLY HANDICAP SIG \ NOTE: _F 001 THESE DIMENSIONS ARE TYPICAL FOR \ / 3-8" _ BOTH STANDARD #5 RODS, 18" LONG PARKING HANDICAP / INTO EXISTING PAVEMENT Nto ih SPACES 2 HOLES FOR 1/2"0 r x12" ANCHOR RODS ^ WHITE HANDICAP 6 I SYMBOL CONC.BUMPER I 1 TRAFFIC PAINT, 4 MIL THK. tD 4" WIDE TYP. WHITE 6" I TRAFFIC PAINT, 4 MIL THK. 4" WIDE TYP. BLUE Lowest Floor Elev.(including basement/sunken areas) Garage/ Storage Floor Elevation Adjacent Grade Elevation (next to the wall of the structure) EXISTING 36"X16" TAW R NEW PROPOSED FT. NGVD FT. NGVD FT. NGVD 1 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. NGVD FLARED SIDE NOTE: ALL TRAFFIC SIGNAGE AND PAVEMENT MARKINGS -'� SHALL BE IN CONFORMANCE WITH BCTE AND MIF X IS LESS THAN 48 IN. UTCD STANDARDS. THAN THE SLOPE OF THE 1� FLARED SIDE SHALL NOT PARKING BY DISABLED EXCEED 1:12 PERMIT ONLY HANDICAP SIG \ NOTE: _F 001 THESE DIMENSIONS ARE TYPICAL FOR \ / 3-8" _ BOTH STANDARD #5 RODS, 18" LONG PARKING HANDICAP / INTO EXISTING PAVEMENT Nto ih SPACES 2 HOLES FOR 1/2"0 r x12" ANCHOR RODS ^ WHITE HANDICAP 6 I SYMBOL CONC.BUMPER I 1 TRAFFIC PAINT, 4 MIL THK. tD 4" WIDE TYP. WHITE 6" I TRAFFIC PAINT, 4 MIL THK. 4" WIDE TYP. BLUE W MIN. x 3I m LJ _ I ` 4" 2" L4" HANDI_CA_PPED PARKING SPACE DETAIL SCALE: NTS. w W t m 3 C r " )NCRETE CURB PE D )NCRETE PAVER !18" MIN. THICKNESS BEDDING SAND )IMPACTED AGGREGATE ISE STEEL PIPE 1'-0" X 5-0 FILL PUMP BASE. AUGURED HOLE 24 DEEP. TO COMPACTED FILL). PIPE GUARD DETAIL SCALE: 1/2"=1'-O" A• SPHALT CONCRETE CURB DETAIL TYPE D :OTEXTILE AS REQUIRED IRN UP AT SIDES OF BASE COMPACTED SOIL SUBGRADE BRICK PAVERS DETAIL SCALE: 1"= V -O" Y rWL621 l k i Sw Ott, St THIS SITE, i e, .D ���•.t � L 1 MA ►.� :'�`x.f � x LOCATION N.T.S. PROGRESS ROAD P.K. NN AIL 18'A HALT PAV'MT 25' TOTAL RNV p FIP 112" NN§ NO I.D. 44.001UM) P.IL \ �41.5311"` 2' CURB & 11.851s NEW GRASS & GUTTER PLANTING NEW RELOCATED s 4 8 TRASH TRASH ED NEW PIPE BIN NUA DIPE GUARD NEW PARALLEL��, 6 PARKING 9sp �lt �\ = ASPHALT PAVEMENTL / 4 �, NEW LOCATION 9 cn o w y ��,�'� LOT -77 FOR FLAGPOLE = FI67J� BLOCK -9 z 10 1 2 3 4 5 6 7 1Q9 CD Y I �O/ x 11.72' 7 PA LOT -73 BLOCK -9 � KING SP CES q B BLOCK -9 BUILDING #5712 0 0 \ GREASE -O e TRAPS = x 12.87' O _ NEW CURB DIMENSIONS MANHOLES 26'-10" 0` A NEW LANDSCAPE & PLANTING w 24.20' 36"X16" TAW R NEW GRASS 4 ELECTRICAL I ETER 43.00' 1 NEW PIPE RELO( DRI E THRU DISP W MIN. x 3I m LJ _ I ` 4" 2" L4" HANDI_CA_PPED PARKING SPACE DETAIL SCALE: NTS. w W t m 3 C r " )NCRETE CURB PE D )NCRETE PAVER !18" MIN. THICKNESS BEDDING SAND )IMPACTED AGGREGATE ISE STEEL PIPE 1'-0" X 5-0 FILL PUMP BASE. AUGURED HOLE 24 DEEP. TO COMPACTED FILL). PIPE GUARD DETAIL SCALE: 1/2"=1'-O" A• SPHALT CONCRETE CURB DETAIL TYPE D :OTEXTILE AS REQUIRED IRN UP AT SIDES OF BASE COMPACTED SOIL SUBGRADE BRICK PAVERS DETAIL SCALE: 1"= V -O" Y rWL621 l k i Sw Ott, St THIS SITE, i e, .D ���•.t � L 1 MA ►.� :'�`x.f � x LOCATION N.T.S. PROGRESS ROAD P.K. NN AIL 18'A HALT PAV'MT 25' TOTAL RNV p FIP 112" NN§ NO I.D. 44.001UM) P.IL \ �41.5311"` 2' CURB & 11.851s NEW GRASS & GUTTER PLANTING NEW RELOCATED s 4 8 TRASH TRASH ED NEW PIPE BIN NUA DIPE GUARD NEW PARALLEL��, 6 PARKING 9sp �lt �\ = ASPHALT PAVEMENTL / 4 �, NEW LOCATION 9 cn o w y ��,�'� LOT -77 FOR FLAGPOLE = FI67J� BLOCK -9 z 10 1 2 3 4 5 6 7 1Q9 CD Y I �O/ x 11.72' 7 PA LOT -73 BLOCK -9 � KING SP CES q B BLOCK -9 BUILDING #5712 0 0 \ GREASE -O e TRAPS = x 12.87' O _ NEW CURB DIMENSIONS MANHOLES 26'-10" 0` A NEW LANDSCAPE & PLANTING w 24.20' 36"X16" TAW NEW CONC. DECK NEW GRASS 4 ELECTRICAL I ETER 43.00' 1 NEW PIPE RELO( DRI E THRU DISP ND—GUARD o 1 -STORY BLDG o > �GF OR ER PANEL LO N N #6800 ; CONC e AN INSTALATION o Z F.F.E. 13.42' Z o BY OTHERS > 0 UF= w `n m � cn �o 43.30' w A 26-10" LANDSCAPE TO REMAIN o 23.90' NEW PIPE - GUARD �? N S NEW DRIVE THRU ♦ 4 I WINDOW o C NEW 10'X20' CONC. SLAB T"� ASPHALT PAVEMENT , -f- UI_u FIP 112" NEW PIPE GUARD 142.00'(R&M) NO I.D. GAS METER PLANTERS & LANDSCAPE SCHEDULE SYMB. DIMENSIONS QTY. OA 36"X16" TAW 3 B 24"X36"X16" TAW 4 © 20"X36"X16" TAW 1 LANDSCAPE MEET MINIMUM OF MIAMI-DADE LANDSCAPE REQUIREMENTS NOTE: SIGNAGE UNDER SEPARATE PERMIT PIZZA RUSTICA SITE IMPROVEMENT SCHEDULE: 1.- DRIVEWAY: REPAIR, RESEAL AND RESTRIPE. 2.- TRASH ENCLOSURE: NEW, 3.- NEW PLANTERS REQUIRED; (SEE PLAN & PLANTER SCHEDULE ON THIS SHEET). 4: PROVIDE FLAG FOR EXISTING FLAG POLE. 5: REMOVE EXISTING CURB. 6: PROVIDE PIPE GUARDS (3 PLACES). SEE DETAIL. 7: PROVIDE ADDITIONAL CONCRETE WALK TO MATCH EXISTING. 8.- PROVIDE NEW PLANTING & PLANTING MATERIAL. 9: NEW DRIVE THRU ADDITION. SEE DETAIL. PROVIDE 10'X20' CONC. SLAB CENTERED ON DRIVE THRU WINDOW. 10.- RESTRIPE PARKING LOT AS SHOWN ON THIS SHEET FOR DRIVE THRU ADDITION. (DOUBLE YELLOW LINES) METRO RA PLAN � DRILL HOLE 4P Q \ tig FOUND IT -78 NAIL � )CK -9 r .60, �\ `Z FP1/2" �Q NO I.D. ! O O J IN 4 .tQ' S ��\lam► � L CO / *SITE PLAN SCALE-: 71T1 —6" = 1'-0" 'F ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR `t & `O REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF v /1 �• 'i TECTONICS ASSOCIATES, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED ��`� • • cG �A ����� PROJECT. NONE OF SUCH IDEAS, DESIGNS. ARRANGEMENTS OR PLANS G3 �0 SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF TECTONICS ASSOCIATES, INC. C3, k I -,15 WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. SP -1 ' of '