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-j- I I — - I - cf) 0 z Z 240' 0 w ri >_ It 4' HIGH HAND RAIL -COLOR Fn x 0 38' 5; (L 0 AND STYLE PER OWNER W W W .5' EXISTING GRADE N W 0 0 _j w w 146 < - 10' GU�TER-DECO 146 5 w Szw DRAINS EL.142.8n— BENCH 4' HIGH HAND RAII-COIDIR Um "I s 4E-NC,U 0 145 ",�S/A AREA AND STYLE PER OWNER 145 w Z S/W +2% MmLt.\ FIAISHED FLOOR ELEV.144.10 - 1,- 144 u- W 1 4 _..-TOW EL.143.50 ui to 0 3 LjJ 2% REGULATION SIZE THUFFLEK-ARD COURTS EL.143.00 +2% bi z 14 - _-_-1 -1 - I < < 1 —143 z < ui < r77I > W 3: w 1.1 CA R T 142 142 2 Z >_ PKG. 2 w < 141 _bj ILK —141 0 :3 < BENCH 0 0 140 uj I 1=1 I I-- - ?__ ez e —140 0 0 REGULATION SIZE SHUFFLEBOARD COURTS EL.139.00 .0 w w 139-,3 6J m I Ne, 139 _j < m < 0 U� L 7 _: �1-IIIJ7 7 Cr n 138 -(- 3b Ld 138 F- LL-1 0 w w 137-- U 0 —137 co 0 0 W. -EXISTING GRADE 136 N —00. 0 cl� _C�l M — 136 J'L� c� jv� c� r', C3 0 4 S/W F UJ C16 135 1,35 L,',' 134 134 0+0 +50 1+0 +50 2+0 FLAT AREA 00 +50- V) 0 _j 0 z SECTION "A-A" e, E__ R M 00 IVP A C_1`0 N: NOTE: C4 c) U, 'o 0 HORIZ: 1"=10' COMPACT TO A N,41NIMIUM 0 THE RETURN SLOPE TO + VERT: 1 "=5' OF 95% iN.,IAXIMUM DE-l"ISITY u_ EXISTING GRADE TO BE IN ACCORDANCE WITH 0 SODDED IMMEDIATELY TO FDOT STANDARD SPECIFICATION w u. 0 PREVENT EROSION. C3 -.-a FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 2 O1 ey) u - 45 4�4 p Q t3 240,08' Z 4' HIGH HAND RAIL -COLOR 4' HIGH HAND RAIL -COLOR AND STYLE PER OWNER AND STYLE PER OWNER 1% .5' EXISTING GRADE 144.06 10, It t hi -3 "IN 20' 60' 30' m 1.5' 91 ul 117: /-EXISTING GRAqEA ll:� 0 m 11 - >5' - c m 3-5, 146 _j 0 U) 146 A F_ LANAI AREA /-TOW EL. 143.9 6 _j 145 < _r1j _j _-145 S/w s7w 1 A I BUILDING AREA, F.F.EL.144.10 % z uj 3: U 11 0 > 4 4- 1 9r. 1 —144 1111 ... ILI=, I ILI T RAMP cr_ 0 +11% (if 14 3 < < 1 4� ELEV. SWIMMING POOL DECK —143 :;z CAR Lu I A n 1 0 _r I :�F 42 w- 1 -rz_ VAK. 0 142 ILI- PKG. < UJI FPOOL D U-1 141 -LLI -0 1 41 1 1= Fir__ I r= r--7Tr--r ECK POOL DECK __ ;71: 1 w < —141 Lo Of �I F1 I 1=1 I 1=1 I 1=1 I F-9 I IEEI I =1 I 1EI I 1=1 -11 1=1 I 1= 0 EL. 139.50 7' �D'-J 140 85 EL. 139.5 0 Li 140 tf�;_ Ili M-11 140 1 1-4- /,EXISTING GRADE 0 -1 61 139 e cp 139 au I .e_ — [F Fr mi 7 139 n 1 7 0 38 1 �)u El I . 1 138 LL_ 3:: LA: 1 7 -7 LL; 137— LLj 137 00 -H m FLAT AREA' M . . - - g 5zo o c1q 136 136 130 OM ELEVffIONS VARIES-0 C4 —136 7 c� r-� O� U? 1,35 Lo r1% pq -4.. .4. Lo 00 nn (p Iq d (6 135 135 (6 6 r'-) rn - 134 134 0+0 +50 1+0 +50 2+0 00 +50 134 NOTE: 0 Ww SECTION "B-B THE RETURN SLOPE TO 6 I- HORIZ: 1"=10' BERM COMPACTION: EXISTING GRADE TO BE + VERT: 1 "=5' SODDED IMMEDIATELY TO COMPACT TO A MINIMUM PREVENT EROSION. OF 95% MAXIMUM DENSITY IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE U i%_0NSTPUC,T1ION, LATEST EDITION. �.4 18' V.C. I e=0.29' > I GR. 146.21 a- 240.3' 4' HIGH SAFTY FENCE —COLOR .5' 51,03' EXISTING GRADE AND STYLE PER OWNER w� O L`[_ 1;51. _j 147 147 � -------------- EXISTING GRADE uj Lu ii, < — EX fy_ U) 146 f —146 145 =j z< z L.Lj 145 1 S/w Z TOW EL. 1 4_0 +1.0 1 w — > 144 IN LLJ AREA +1.0% % - c -, w < I.Ld 91"1 V1 143 04 Ui CL c>1 < 3 ^ W 42 m 6 Id :2 —14 >_ TYPE "C INLET u- n 2 NOTE: U-1 0 C-) TOB LL_ 0 141 e I I UK. 1 4Z.54 m uj �- 1_1 �!6 —141 THE RETURN SLOPE TO 6" I,-- : : -_ POND AREA /-EXISTING GRADE EL. 1 39.001-A 0 ez RIM 142 44 I= ILIJ EXISTING 44 140 "f ( r L G. DRAIN m Ld 140 G GRADE TO BE 0 0 m cn INV. 138.62 Li m 139 -e 1-12" --139 SODDED IMMEDIATELY TO m S/w / '1'N'V1'-37`0r,-iq C) I PREVENT EROSION. 38 El z 6 5-4 —138 C) s 2 RI DG. DRAIN UNDER LANAI DHWE 138.49 2 —137 1 Uo}/ 137— -H (25 YR./24 HR.) 115" FES 12" FES Ln INV. 13 5. 00 jj 136 QD 1_81, OF 15" PVC @ 4.469% 136 14 INV.135.00 135 <_ 1,35 'D c� -)I �51 DATE: �2 134 134 NOTED 7 41v!�5 SCALE 5 0 2+0 0 0+0 +50 1+0 SHWE 131.0 +50 Z. FIELD BK SECTION ')C-C BERM COMPACTION: HORIZ: 1"=10' + DRWNBY- CET VERT: 1 "=5' COMPACT TO A MINIMUM CHECKED Aus OF 95% MAXIMUM DENSITY IN ACCORDANCE WITH SHEET NO. FDOT STANDARD SPECIFICATION BEFORE DIGGING CALL M. ALI SHASn-NAZEM, M. E. _LL L FOR ROAD AND BRIDGE SUNSHINE STATE ONE -CALL OF FLA FLORIDA LICENSE NO. 427 CONSTRUCTION, LATEST EDITION. 5 OF m 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 A AEC PROJECT NO. REQUIRES MIN. OF 2 DAYS AND MAX. OF U, 6 5 DAYS NOTICE BEFORE YOU EXCAVATE. DAM 0965C (NOT VAUD WTHOtJT SEAL) wl