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00-0086-001 Found Nall 1 Da a : LEGAL DESCRIPTION: Lots 14 and 15, Block 4, AMENDED PLAT OF SEA and C) sc "` y VIEW PARK according to the Plat theroef, as recorded in Plat 1 . Total Area = 15,806 Ft^2 ' Book 11 at Page 80 of the Public Records of Dade County, Florida. 1 Found Nail Point of commencm Center l Inc° `M ?. Exis#irg House = 1 ,937 Ft.�2 NW CornersE 1/4,N /4, TOGETHER WITH: 5W s: I BE 1/4,6ectron 36-54-40 Sao 02rci 3. Existing Pool & Deck = 1 , 171 Ft. 2 Le al description For that portion of right-or-way abandoned and (Formerly kn©u�ti a s (Oth STJ g p p g y t ', vacated per City of South Miami ordinance No. 14-81-1100 known as j 4. Existing Miscellaneous Impervious: I 2J.3 i S.W. 60th Avenue. Exrst.l8 Pavement N N a. Existing Brick Patio = 564 Ft.'2 ,4 Portion of the SE 1/4 of the NW 1/4 of the SE 1/4 of Section b. Concrete Walk = 48 Ft.^2 36, Township 54 South, Range 40 East, Dade County, Florida, more particularly described as Follows: Exist. 16' Parkway - ,� e. Front Walk & Porch = 210 Ft."2 Commence at the NW corner of the SE 1/4 of the NW 1/4 of the SE A i EXIST. and 1�'leasured =ll(I>�l�o' -r�Lr_ WATER METER d. Total Miscellaneous Impervious = 864 Ft.^2 1/4 of said Section 36, Township 54 South, Range 40 East, as t Record _ 1__� shown on said Plat of AMENDED PLAT OF SEA VIEW PARK, as recorded J 49.Sg' Existing Im ervious 1 thru 4 - 3,972 Ft.^2 in Plat Book 1-1 at Page 80 of the Public Records of Dade County, set 5/8 rebar 5. Total Ex g p ( ) „ + c� i r cap No;3204 Florida, the nce Southerly along the West line of the ,.-� 1/4 o. - - the NUJ 114 of the SE 1/4 of said Section 36, (being coincident 6. Maximun Allowable Impervious Shall not Exceed 40/ ©1 I I with the centerline of Poinciana Avenue (now known as SUJ 60th Clear I / t-.._ EXIST. Avenue), as shown on said Plat of AMENDED PLAT OF SEA VIEW PARK, 1 WATER SERV of Total. Lot Area Less the Existing I���pervious for a distance of 25.0 feet to the Point of Beginning, said point tp m L w .. ^ being the intersection of the centerline of Poinciana Avenue (SUJ --� w _L .1 N o (0.40) X (15,806 Ft. 2)] - 3,972 Ft, 2 60th Avenue)and the.South right of way of 6th Street (now known } ° Ln z V �L-[ o .. as 5W 82nd Street) as shown on said plat of AMENDED PLAT OF SEA x I = 2,35: Ft. 2 p d ' w w VIEW PARK, thence continue Souther) a lon the last described X� o course for a distance of 143.5 feet, thence Easterly along the wu- 7. Maximum Allowable Building Shall not Exceed 30/ Westerly extension of the South line of Lot 15, Block 4, AMENDED i 0 CONNECT TO EXIST. -�� WATER LINE PLAT 01= SEA VIEW PARK, as recorded in Plat Book 17 at Page 80, If: . CQ L W/ FITTINGS of Lot Area less Existing Building Area. g J-- AS REQ D Public Records of Dade County, Florida, for a distance of 25.0 i - I EXIST. 12' WIDE SELF CLOSING 46' 9.64' feet thence Norther) along the West line of said Lot 15 Block - 0.30 X 15,806 Ft.-2)] - 19937 Ft.-2 - y g AND LOCKING CHAIN I /tp Exist. Brick - ( ) ( Y LINK DOOR 40.42' '' 1 i - 17.10' �- 4, for a distance of 118.61 Feet to a point of curvature, thence IL J 1 J.. r �- :L 005' Northerly and Northeasterly along a circular curve to the right Clear = 2,805 Ft. 2 having radius of 25.0 feet and an arc distance of 39.16 feet 0.0' � Exist.orete 22.85' ^ g �� thence 8. New Building Area = 973 Ft. 2 ( Okay) and a central angle of 89 3102 to the point of cusp, XIStIng q UJesterly along the UJesterly extension of the tangent line of the Ons Story last described curve for a distan%..e of 49.89 feet to the point of X X - ELECT. y 9. New Concrete Walks & Slabs = 99 Ft. 2 p + • 0 TO EXIST. Res Iolence beginning, said last mentioned course being coincident with the o NEW E r PANEL No. r✓-990 0 South right of way line of 6th Street (SUJ 82nd Street) a5 shown ELECTRICAL --\ ( p ) _ 1 80 Ft.�2 -- ,c SERVICE LOCP,TION \ In I S�'1 IOOi" - ��.Q�2 1�1.C .�.D- m 10. New Flat Roof over exist. :m erviuos on said Plat of AMENDED PLAT O1= SEA VIEW PARK. _ i 3 a � -� EXIST. I ,• u FP&L DOOR NEWPAND EXISTING HOUSE I 1 1 . Total New Impervious = 1072 Ft.^2 ( Okay ) • � i i l o ��0 19.40' w�� 15'X 12' w q,/ c� o fil PROP. 4" PVC I . f � � Q I �---- - � '� PERFORATE!:) PIPE r . } F _ �`' Tl PROP. 35 L.F. OF (TYP.) SL U PVC STRIP DRAIN EXIST. DOOR `� J 1T L' _L _L 1 n w 4" THICK SOLID 4" PVS ® 0.5% » w .uL� L I- � T7.-rL _ ��'� �"' 4ra.�®' I " -coNC. uD ._ 1s >YP 15 L.F. OF 4 PVC I1-S_1 - ti ti d o cYl o' : xist. Brick CI) 7.5 ,� L: 1-- 1 - -1--�RQP-ST IIRS-T- _ - I - 10.5' �'1 _l._._ NEW UNDERGROND » °- 01' - 3'-9" _ ' 0 Z - - - - -- - ELECTRIC TO PANEL B z ,�• - -PROP. HANDRAIL- IN ADDITION a P Clear -:J e" 2T-6" �� 9.60 1 L 7. Typ. -~ p L N °- J o " -�� 9:50 __o� L Z. '�oo o -j- U U oof a PROP. 4 THICK-, • 1_ 1 _1._ N L �'- III CONC. SLAB / N L SOLID 4" PVC a 0.5% __ II Family Room ` 19.s' 0 - 25' I ,ll p �- �•5 ° FINISH FLOOR 9.50 „PROP. 3/4» WATER SERV, 18" rip 'I 18" np +10.0' N.G.V.D: �� �6 �- N Q, I PLAN VIEW +� a�' .�. 9.58 I I' ��,.: �ry p I fli +8.5' N.G.V.D. . 8 E o o� �' + 8.50' +8.0' N.G.V.D. MIN. N.T.S. U s? 3 �� ,��, d ' a Qf ' FINISH GRADE : 30" p o I = a u- 4" THICK +8.0' N.G.V.D. D/ �C �' °n a a n �' i I W % y a a FINISH GRADE CON(. LID MAX. tip....1pll J L -� _° ' \ p 18» PROP. 4 PVC » » » 3: - 4" PVC PERFORATED PIPE 18 " 18 18 - 11 l `0 0 NO / - RELOCATE POOL PUMP I ® 1.0% \..\. INV. +s.5 �\. \\,.� \\,�\��\\ 4 PLUG \. �.\\,. 12" t. } & PIPING. RESTORE I x \\,�\\,�\\.�\\��` �/ DIRT FILL �. / "``s � 9.0 --I E E I a CONCRETE AS RLQ'D. ad PVC P F RATED DIRT FILL . 2" d41N. }� O �' PROP. 20 L.F. OF X l e t. Fool ° o I I °, ° ° " o 9,5 PVC STRIP DRAIN a J INV. +6.9 °O b a ® BLDG LINE » _ _ _ a concrete >✓leck INV. +6.7 18 4 -10 +6.0' -� DRAINAGE WATER LEVEL MATERIAL +6.0- -/ 9.5 INV.=6.9 0� o� ^ 4 d o°c I ,j ,\ ��` � .�° o' a �' o°' . , °O' P \% i 4' MIN. / FILTER FABRIC j DRAINAGE o a �/ MATERIAL f I �I 4 �\ :, ``j�� SAND BED ��j/ SAND BED / 42 %I 24.3 NEW 4"i� C.O. 9.5 0 e� 5'f o' 0 10.0 M/N. j� \\ INV. + \\!/ ' P.V.C.' S• N. 25.0 .25.0 M/N. 0.15 :•\ . ,\ :•\ -\/j� /\ (TYP.) SEW. ®1f Or6 I ;. .......................... Clear \/. / \\ A / \/\ /\ / / -i ° /�/ ./, RESERVE DRAIN I i / / / /./. % /\/\ i 0.7' 25 • 1/� r- -, ... rx , I 900 GAL. PRECAST Encroachment r I I �'' 10.5 FIELD I P CON(. SEPTIC TANK . I 000 PSI, 28 DAYS �\ I, s.5 C.O.c0 -- �..........:.•.•.•.•.•.•.•.•.. ..•.•.•.•.•.•.•.•.•.•.•..,.'. /' %I 9� w/sxs 10/10 SECTION VIEW '11 ��� 8.5 1• . --- --- -J �9sr N.T.S. - `. NEW 900 GAL. NEW 10.5Ft. X 25Ft. DRAIN FIELD , 5.0 MIN. _ 4 25.00' �� SEPTIC TANK � 8.5 � "'� - - PROP. SWALE BETWEEN NEW SEPTIC TANK & Record and 1„leasured = 110.10 DRAIN FIELD DETAIL D TANK CONSTRUCT 6 DEEP. F SEP ENCE LINE i Existing SWALE TO RETAIN RUN-OFF Utility Pole 6) r I 3 EXIST. FENCE with Anchor � i Exist. Wood Fence (On Line) N.T.S. I EXIST. GRADES LEGEND: NIL o ® NOTE: Authentic thePattesting hiProfessional Land Surveyor o raised DENOTES EXISTING ELEVATION 1 l Professional Engineer. 8.50 DENOTES PROPOSED ELEVATION REVISIONS ® ® 9 ® � � _ I" 9 Date Remarks B O SECTION ® � • C.O. DENOTES PROPOSED CLEAN OUT y �1 ® v aL6Tl ;��"Llr�'Atl, R> ENGINEERS LAND SURVEYORS H.J.N. /A GENERAL Is ELECTRICAL REVISIONS `4 �CORPO WAY MIRAMAR, FLORIDA 33025 F I N.T.S. DENOTES PROPOSED CONCRETE J r. ✓ �''' ''' f' �f Dra�►n Hy: H.J.N. Date: 08-02-98 Checked By: H.J.N. Date: 06-02-98 AN Hy 4000 Sketches & a k, I -- DENOTES PROPERTY LINE 1„= i0' f " Order No.000000 �• 00000 Pg.00 Scale: H ANDO J. V'A8 - E PRESIDENT i CITE' OF SOUTH MIAMI, FLORIDA, SECTION 36-54-40 Registered Engineer No ` P65� $race or Florlaae N� AJ-NAVAS sheet No. 2 or 12 sheets C:\DWG\MIMMO\SITEPL.DWG i ............... .................. .....