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09-97-007PVC SLATS SECURE TO GATE 111 IMPCTF:R GMrl nCl IRP Wel I S >TUCCO HOLD -OPEN BOLTS DUMPSTER ENCLOSURE ELEVATION SCALE: 1/4"= 1'-0" NOTE: DUMPSTER PAD MUST BE 6" ABOVE GRADE S.F.B.C. 4605 12'-O" CLEAR 8"0x4'-0" HI PIPE BOLLARD CONC. FILLED & SET IN CONC. 30" DEEP PAINTED YELLOW 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. YOGATE POST (GALV.) SET IN CONIC. 12"000" DEEP (TYP.) (TYP-) 8"x12" CONC. TIE COL. W/ 4 #5 VERT. AND #3 TIES AT 12" O.C. 6" CONC. SLAB WI 6x610110 WWM ON COMPACTED FILL. (2 LAYERS OF MESH) PVC SLATS GATE - SEE ELEVATION. O DUMPSTER ENCLOSURE PLAN VIEW SCALE: 1/4"= V-0" TYPE 'D" CURB (TYF PRECAST WHEELSTI ASPHALTI( SURFACE 4" PAINTEF WHITE STF j 8'-6" I LANDSCAPE ..J ISLAND PARKING SPACE DETAIL SCALE: NTS. J 8'-6" NOTE: ALL TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH BCTE AND MUTCD STANDARDS. PARKING BY DISABLED PERMIT ONLY / "odo HANDICAP SIG NOTE: THESE DIMENSIONS ARE TYPICAL FOR BOTH STANDARD #5 RODS, 18" LONG & HANDICAP INTO EXISTING PAVEMENT PARKING SPACES 2 HOLES FOR 1/2"0 x12" ANCHOR RODS A� WHITE HANDICAP 6 I SYMBOL CONC. BUMPER I 1 TRAFFIC PAINT, 4 MIL THK. CO 4" WIDE TYP. WHITE 6" I TRAFFIC PAINT, 4 MIL THK. 4" WIDE TYP. BLUE W 3 m 4" 2" �4" HANDICAPPED 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 105,017 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) ■ INSTALATION ■ OTHERS PROPOSED FT. NGVD FT. NGVD FT. NGVD 1 uio Z J O LL - �W m r 0 ■ � ■ • ■ No Nib (TYP-) 8"x12" CONC. TIE COL. W/ 4 #5 VERT. AND #3 TIES AT 12" O.C. 6" CONC. SLAB WI 6x610110 WWM ON COMPACTED FILL. (2 LAYERS OF MESH) PVC SLATS GATE - SEE ELEVATION. O DUMPSTER ENCLOSURE PLAN VIEW SCALE: 1/4"= V-0" TYPE 'D" CURB (TYF PRECAST WHEELSTI ASPHALTI( SURFACE 4" PAINTEF WHITE STF j 8'-6" I LANDSCAPE ..J ISLAND PARKING SPACE DETAIL SCALE: NTS. J 8'-6" NOTE: ALL TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH BCTE AND MUTCD STANDARDS. PARKING BY DISABLED PERMIT ONLY / "odo HANDICAP SIG NOTE: THESE DIMENSIONS ARE TYPICAL FOR BOTH STANDARD #5 RODS, 18" LONG & HANDICAP INTO EXISTING PAVEMENT PARKING SPACES 2 HOLES FOR 1/2"0 x12" ANCHOR RODS A� WHITE HANDICAP 6 I SYMBOL CONC. BUMPER I 1 TRAFFIC PAINT, 4 MIL THK. CO 4" WIDE TYP. WHITE 6" I TRAFFIC PAINT, 4 MIL THK. 4" WIDE TYP. BLUE W 3 m 4" 2" �4" HANDICAPPED 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 105,017 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. 0' - O"= NGVD FLARED SIDE ` IF X IS LESS THAN 48 IN. ` THAN THE SLOPE OF THE 1 12 FLARED SIDE SHALL NOT EXCEED 1:12 CJ STEEL PIPE 1'-0" it 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 "F• � ..� }S'y� t ,,,"R ..r M *4 �_•'Vi=l�j• i tn 3! THIS SIT SW 68th St ,`.► y C "A s %*t- LPU LOCATION PLAN N.T.S. PROGRESS ROAD 1� A� P.K. N,� AIL 18'A HALT PAV'MT 25' TOTAL R/W op FIP 112" NN.� P.K. \ NO I.D. 44.00F�&M) IL 0 141", \ 311 "11.85' s 2' CURB & NEW GRASS & GUTTER PLANTING 8 NEW RELOCATED \ TRASH NEW PIPE BINEN NUARDPE GUARD NEW PARALLEL d°, �� • PARKING '9010, ��,. : � , _ =ASPHALT PAVEMENT T0�9 U' rn "' LOT -77 NEW LOCATION � \ ,�, I y FOR FLAGPOLE CD Q 0BLOCK-9 ��� z 10 LOT -74 LOT -73 BLOCK -9 a BUILDING BLOCK -9 #5712 0 N N DRI Lowest Floor Elev.(including basement/sunken areas) Garage/ Storage Floor Elevation Adjacent Grade Elevation (next to the wall of the structure) EXISTING INSTALATION BY OTHERS PROPOSED FT. NGVD FT. NGVD FT. NGVD 1 uio Z J O LL 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' - O"= NGVD FLARED SIDE ` IF X IS LESS THAN 48 IN. ` THAN THE SLOPE OF THE 1 12 FLARED SIDE SHALL NOT EXCEED 1:12 CJ STEEL PIPE 1'-0" it 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 "F• � ..� }S'y� t ,,,"R ..r M *4 �_•'Vi=l�j• i tn 3! THIS SIT SW 68th St ,`.► y C "A s %*t- LPU LOCATION PLAN N.T.S. PROGRESS ROAD 1� A� P.K. N,� AIL 18'A HALT PAV'MT 25' TOTAL R/W op FIP 112" NN.� P.K. \ NO I.D. 44.00F�&M) IL 0 141", \ 311 "11.85' s 2' CURB & NEW GRASS & GUTTER PLANTING 8 NEW RELOCATED \ TRASH NEW PIPE BINEN NUARDPE GUARD NEW PARALLEL d°, �� • PARKING '9010, ��,. : � , _ =ASPHALT PAVEMENT T0�9 U' rn "' LOT -77 NEW LOCATION � \ ,�, I y FOR FLAGPOLE CD Q 0BLOCK-9 ��� z 10 LOT -74 LOT -73 BLOCK -9 a BUILDING BLOCK -9 #5712 0 N N DRI E THRU DISPI ORE ER PANEL LOI AN INSTALATION BY OTHERS 24"X36"X16" TAW 4 FIP 112" NO I.D. PLANTERS & LANDSCAPE SCHEDULE SYMB. DIMENSIONS QTY. OA 36"X16" TAW 3 B 24"X36"X16" TAW 4 © 20"X36"X16" TAW 1 GREASE - TRAPS MANHOLES 26-10" ELECTRICAL NEW PIPE _ GUARD 1 SIGN 0 LANDSCAPE MEET MINIMUM OF MIAMI-DADE LANDSCAPE REQUIREMENTS I1 2 3 4 5 6 7 PA WING SP CES 01 1 1 1 x 12.8r 43.00' N A Q o CnW 43.30' LANDSCAPE TO REMAIN o ASPHALT PAVEMENT NEW PIPE GUARD GAS METER 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) ANTING 24.20 W C20 1 -STORY BLDG o Q F- #6800 Z3 0 F.F.E. 13.42' uio Z J O LL - �W m r 0 O YNEW CONC. DECK• RELO( FLAGF CONC e 0 4P LOT -78 FOUND - NAIL BLOCK -9 w A 0 23.90' NEW INUARDPIPE ,.110, 12 , NEW DRIVE THRUSIGN REMODEL WINDOW o EXISTING NEW 10'X20' CONC. SLAB POST SIG O 142.00'(R&M) F P 112" �Q NO I.D. O o J 4 /AOS METRO RAIL CO ' SITE PLAN SCALE: 1/16" = V-0" ate o _ C\I F- 0 J O LL - r 3 Q 'O *` • T Z W � J ^ WCID P � w 0 N Ix O a � V D w _ yj J ` + J m / aLLo Z to to a to �. + H ~ oZ W 0 °C Z ro W W to z�+Z O Q ch a O a 705020 ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF TECTONICS ASSOCIATES, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF TECTONICS ASSOCIATES, INC. 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. ULO H U c) 0) Q � Q LO� W W U W O 0 � tL date 12-10-08 REVISED BY: ONE D+B project number 08146 Sheet SP -1 of 2 F- U) O LL H E ---i O U) Q 'O p� Z W � 0 Q W U N � w a N Ix O a c) w o date 12-10-08 REVISED BY: ONE D+B project number 08146 Sheet SP -1 of