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11-1026-002.......... .................... .......... ....................... .... ..... ......... ............... ........... ............. ... ........... ........ ...................... ............. ............. __ ........ ............ ......................... ...... I ......... .......................... ....................................... ............. 66th STRE-rT:""" ....... .... ........... 5'-0 ................ ......... ................... .. — - " - ...................... .. . . j . . . . . . . . . . . . . . . . . . . .......... ......... ............... ....... .. 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Nc ...... ....... .. ............ ...... ................. ................. ...... ..................... .............. ................. ............. ......... .......... ....................... .................... .......... ............ ...... .............. 25--1 .................. ............ ....... ...................... z < .......... ............... ....... ....... _ i > II ................. ............... ...... .... LL_ ............ ............... .............. .......... .......... ......... .................... ................... 11151 18' 1 22 1 1.2'0 1 MANGO [Ir-1 LVI /Ar"r-M LOT COVERAGE _ _f. EXISTING 2151 SF. PROPOSED 4883 SF.(10.797.) ALLOWED 20% F.A.R EXISTING 2151 SF. GARAGE /STORAGE GRADE COMMON NAME OAK EXISTING RESIDENCE 2151 SETBACKS: REQUIRED PROPOSED j�, 12.26 MANGO 50'-0" 143.11'(EXISTlNG) S PROP.ADDITION AC AREA INT. SIDE 12, PROP.ADDITION TOTAL AREA SABAL PALM S/F 12.5' 20.68-(EXISTING) 3898 S/F REAR --73 -T%— S/F LOT COVERAGE BLGD AREA WRIGHT CATCLAW 2151 S/F PROP.GARAGE 577 S/F PROP.ENTRY 408 S/F PROP.ADDITION AC AREA 1747 S/F PROP.ADDITION TOTAL AREA 2732 S/F TOTAL A/C AREA fii:a� S/F TOTAL AREA SLASH PINE S/F ®® 918 S/F TENNIS 7200 S/F GAZEBO 225 S/F IMPERVIOUS AREA ALLOWED 30% TOTAL- 13226 S/F PROPOSED 13226 SQ. FT (29.237.) GREEN AREA PROPOSED 32030 SQ. FT SLASH PINE FLOOD LEGEND SLASH PINE q, CO PLUMOSA M��Nm "I, , kilerjaIms SLASH PINE MANGO ♦ III M, _SLASH ®.. SLASH PINE 11151 18' 1 22 1 1.2'0 1 MANGO [Ir-1 LVI /Ar"r-M LOT COVERAGE _ _f. EXISTING 2151 SF. PROPOSED 4883 SF.(10.797.) ALLOWED 20% F.A.R EXISTING 2151 SF. GARAGE /STORAGE GRADE IF OAK EXISTING RESIDENCE 2151 SETBACKS: REQUIRED PROPOSED j�, 12.26 MANGO 50'-0" 143.11'(EXISTlNG) S PROP.ADDITION AC AREA INT. SIDE 12, PROP.ADDITION TOTAL AREA SABAL PALM S/F 12.5' 20.68-(EXISTING) 3898 S/F REAR --73 -T%— S/F LOT COVERAGE BLGD AREA SABAL PALM 2151 S/F PROP.GARAGE 577 S/F PROP.ENTRY 408 S/F PROP.ADDITION AC AREA 1747 S/F PROP.ADDITION TOTAL AREA 2732 S/F TOTAL A/C AREA fii:a� S/F TOTAL AREA ` S/F ®® 918 S/F TENNIS 7200 S/F GAZEBO 225 S/F IMPERVIOUS AREA ALLOWED 30% TOTAL- 13226 S/F PROPOSED 13226 SQ. FT (29.237.) GREEN AREA PROPOSED 32030 SQ. FT SLASH PINE FLOOD LEGEND SLASH PINE q, CO PLUMOSA MCO , kilerjaIms SLASH PINE MANGO ♦ III M, _SLASH ®.. SLASH PINE 11151 18' 1 22 1 1.2'0 1 MANGO [Ir-1 LVI /Ar"r-M LOT COVERAGE _ _f. EXISTING 2151 SF. PROPOSED 4883 SF.(10.797.) ALLOWED 20% F.A.R EXISTING 2151 SF. GARAGE /STORAGE GRADE IF OAK EXISTING RESIDENCE 2151 SETBACKS: REQUIRED PROPOSED j�, 12.26 MANGO 50'-0" 143.11'(EXISTlNG) S PROP.ADDITION AC AREA INT. SIDE 12, PROP.ADDITION TOTAL AREA SABAL PALM S/F 12.5' 20.68-(EXISTING) 3898 S/F REAR --73 -T%— S/F LOT COVERAGE BLGD AREA EXISTING RESIDENCE 2151 S/F PROP.GARAGE 577 S/F PROP.ENTRY 408 S/F PROP.ADDITION AC AREA 1747 S/F PROP.ADDITION TOTAL AREA 2732 S/F TOTAL A/C AREA 3898 S/F TOTAL AREA 4883 S/F POOL 918 S/F TENNIS 7200 S/F GAZEBO 225 S/F IMPERVIOUS AREA ALLOWED 30% TOTAL- 13226 S/F PROPOSED 13226 SQ. FT (29.237.) GREEN AREA PROPOSED 32030 SQ. FT OAK FLOOD LEGEND N PALM q, CO PLUMOSA MCO , kilerjaIms SLASH PINE MANGO ♦ III M, 11151 18' 1 22 1 1.2'0 1 MANGO [Ir-1 LVI /Ar"r-M LOT COVERAGE _ _f. EXISTING 2151 SF. PROPOSED 4883 SF.(10.797.) ALLOWED 20% F.A.R EXISTING 2151 SF. GARAGE /STORAGE GRADE IF OAK EXISTING RESIDENCE 2151 SETBACKS: REQUIRED PROPOSED j�, 12.26 MANGO 50'-0" 143.11'(EXISTlNG) S PROP.ADDITION AC AREA INT. SIDE 12, PROP.ADDITION TOTAL AREA 2732 S/F 12.5' 20.68-(EXISTING) 3898 S/F REAR --73 -T%— S/F LOT COVERAGE BLGD AREA EXISTING RESIDENCE 2151 S/F PROP.GARAGE 577 11151 18' 1 22 1 1.2'0 1 MANGO [Ir-1 LVI /Ar"r-M LOT COVERAGE _ _f. EXISTING 2151 SF. PROPOSED 4883 SF.(10.797.) ALLOWED 20% F.A.R EXISTING 2151 SF. GARAGE /STORAGE GRADE 45256 PROPOSED 3898 SF. EXISTING RESIDENCE 2151 SETBACKS: REQUIRED PROPOSED 13.09' NGVD 12.26 FRONT 50'-0" 143.11'(EXISTlNG) S PROP.ADDITION AC AREA INT. SIDE 12, PROP.ADDITION TOTAL AREA 2732 S/F 12.5' 20.68-(EXISTING) 3898 S/F REAR --73 -T%— S/F LOT COVERAGE BLGD AREA EXISTING RESIDENCE 2151 S/F PROP.GARAGE 577 S/F PROP.ENTRY 408 S/F PROP.ADDITION AC AREA 1747 S/F PROP.ADDITION TOTAL AREA 2732 S/F TOTAL A/C AREA 3898 S/F TOTAL AREA 4883 S/F POOL 918 S/F TENNIS 7200 S/F GAZEBO 225 S/F IMPERVIOUS AREA ALLOWED 30% TOTAL- 13226 S/F PROPOSED 13226 SQ. FT (29.237.) GREEN AREA PROPOSED 32030 SQ. FT FLOOD LEGEND ADDITIONS, REMODELING, REPAIRS & COMBINATION Folio #: Address: 6605 SW 69th AVENUE, MIAMI, FL LOT: SEE L,G BLOCK- PLAT BOOK: 39 PAGE: 57 Highest Crown Of Road Elev: 12.26 FT. NGVD. Highest Crown of Road Elevation was taken from the attached certified survey, or a certified survey prepared by Surveyor's Name PLS Lie#: ELEVATION LOWEST FLOOR GARAGE /STORAGE GRADE 45256 S/F EXISTING RESIDENCE 2151 EXISTING 13.42' NGVD 13.09' NGVD 12.26 PROP.ENTRY 408 S PROP.ADDITION AC AREA NO TREES, PALMS OR HEAVY VEGETATION SHALL BE ALLOWED ON NEITHER THE DRAINFIELD OR THE UNOBSTRUCTED AREA. ONLY GRASS SHALL BE PERMITTED N OTE 2: THERE ARE NOT PERTINENT FEATURES ON ADJACENT PROPERTIESAND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION. AREA TABLE LOT AREA 45256 S/F EXISTING RESIDENCE 2151 S/F PROP.GARAGE 577 S/F PROP.ENTRY 408 S PROP.ADDITION AC AREA 1747 S/F PROP.ADDITION TOTAL AREA 2732 S/F TOTAL A/C AREA 3898 S/F TOTAL AREA 4883 S/F LOT COVERAGE 4883 S/F This property described as: Track 5, less the south 160 feet thereof of NELSON HOMESITES GRADE according to the Plat thereof as recorded in Plat Book 39, Page 57, of the Public Records of Miami-Dade County, Florida. DRAINFIELD UNOBSTRUCTED AREA q;F;&W4C. CAP W/ 9 DDER TYP.) "fal IiY OTHER COUR E jLA 16 BENT 0 48 O.0 WHOM V 3/4" TEXTURE STUCCO W Q 0- in , GRADE I TYP. NO. 8 AGGREGATE IN OPENINGS CONCRETE PAVERS MIN. 3 1/8" (80 mm) THICK CURB/EDGE RESTRAINT WITH CUT-OUTS FOR OVERFLOW DRAINAGE (CURB SHOWN) BEDDING COURSE 1 1/2 TO 2" (40 TO 50 mm) THICK (TYP. NO. 8 AGGREGATE) 4- (100 MM) THICK NO. 57 STONE OPEN-GRADED BASE MIN. 6- (150 MM) THICK NO. 2 STONE SUBBASE OPTIONAL GEOTEXTILE ON BOTTOM AND SIDES OF OPEN-GRADED BASE SOIL SUBGRADE - ZERO SLOPE NOTES: 1. 2 3/8- (60 MM) THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS. 2. NO. 2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL- A: 0, . PRECAST CAP SET ON MORTAR ,16" x 16" COLUMN 000 PSI CONCRETE 0 #5 VERT. W/ #3 STIRRUPS 0 8" O.0 CU 3/4' STUCCO Ld 0- < V) M GRADE .00 3000 PSI 3000 PSI CONCRETE IN BLOCK 4#5 VERT. W/ #3 sTIRRUas " ox 3/4" STUCCC 12"X10" CONTINUOS W 2#5 & 1#3 0. STL. PLATE & TRA( ANCHOR BOLTS GRA a F 3.0 (36-X36-) ' 4#5 '0' 'Y COLUMN DETAIL. N.T.S PRECAST CAP SET ON MORTAR cl,r,y O/z SOU Der- ST'Ruc-ru T. r10 iv 2"°X2" METAL POST 0 4*-0" O.0 2"X1" HOR. 1"X1* PICKETTS 0 5" O.C. WELDED TP CHANNELS (T & 8) 2"X1" HOR. 0 3" FROM GROUND z 0 LL_ < LLJ C_ 0 n C:► 0 (.0 n WF 24 / Tffj L-wtv. %,VI-4 1. BOTH W/ 3f5 LONG. CONT. WAY W/ ##3#5 LONG. CONT. & #3 0 10- TRANSV. BOTTOM & O T f3 OM @ 108" TRANSV. (TYP) B WALL DET. N.T.S COLUMN-AND IRON FENCE DETAIL SHEETI