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Mayfair Oaks Subdivison-3- VACANT 100 YR. FLOOD EX. LAND USE: D6, ELEV. 42.80 EX. NG:4p..D. WIRE FENCE 46 4-1 V 42 4-7 WA -A- 45 E X I ST. MAN MADE FRETENT10N POND A- 6u-. 67 f b f A 451 65 F. 46.6 ----- - r.1r.- 46.8 F.F. 46.1 E 5, P 4Z3, B \Z 70 < .1 F.F. 46.1 D V) �O - 0 LLJ 64 F.F. 45.704' _J, M < IB JAV �01 I < 63 71 MAYFAIR MEADOWS PHASE 11 EX. LAND USE: V f 7F. -45_5 F.F. 45.7 AC Lip EX. ZONING: A-1 40 t4W 4� SEM. CO. A 62 72 F.F. 45.7 45.9 EX. LAND USE: MULTIFAMILY A B F EX. ZONING: MR -1 END W 61 T,3 )01 F.F.4,� 46.y' F.F. 46.1 0 !7 F.F. 46.3 ,A % 6 'T61 F.F. 46.5 tP> B 325 -PERCOLA11ON ,75-.40 Syb4LE 0 0.50% F.F. 46.8 40k�7 3 "A A _j 59 < F.F. 46.8 F= FF. 46.7 a z A 78 X.4 US <• ; I I v F.F. 46.6 z 'D 7 W 158 ct 1 45, F.F. 4§.9 -'FF 46 _v- Lij k a -41 V) 0 57 '+' ZZ 2 F.F. 47.2 LJRI 4_1_ �l 79L - 46.4 A '4t 4t, A J�_ W '56 83 RETENTION OPEN SPA F.F. 47.4 F.F. 46.9 1 80 OPEN SPACE i I I TO ry 2w 1 � , F. 46.0 1 R r A SOT. 28.5 1 82 17 C 41 A TRACT IPBPP j F -F-;' 46.6 55 84 F.F. 47.6 413 _4KL 1-il- I F.F. 47.g F.F., "46.1 c/ A L -- '44-6 F.F. 45.0 85 lPHASE 2 C F.F. If 4 .7 30' D.E I m I I c - 3� KAYW D� iA A C C C, 95 9 0 1 C •944 � F' $r: ' "I DRi - - I F.F. 45.7 1610 1: � ov 86 � \ F. 45.7 CoNc 23 25 26 27,," 87 8 89 �, 9 _0 -44 5 FF .6 A F.F. 46.8 F. 4E., .F. 46-0F_F. 44.3-F.F.-4*. 44.3PF.-,4-4,J -3-_.F.'44-_3F.F. 44,-Ff- A 21 ........... t, .. - -1- "1 4Z.1 o�- r.F. 47.0 F.F 46.8 F . 46.8 4,9 47.6 "0 45 0 41 A '4 19 0 A F.F. 47.5 5 7A LIM A A, A 'A A; > I ;", 1 -1 � 9A A 97 A 2 10 lUb j 05 164 1 C11 3 , 11' 1 --101-- 0 9 98 48.8 A 1 0 F.F 4 F. I --IF. < A F.F. 4 F. F.F.,45. F.F.F-F 45-6 F.F. .9 �.F. FR 47.3 .I. 4,7,5F.F. 48 54 Flf� 44-2 41 F.F. 47.3, i -A- 53 48 : F. F. 46.2 F.F. 46.6 -------- '46 51 Aki� o.- • A 17 T.- F. 4�.B A 7, -BA 1'7, -2 ALV 9- 6 B c F.F.R.O.W. F.F. 50- 4 A50 8B 6A 49Z -42, 49 44 A F.F. 47.1 9 46 R RF. 47.3 MULTIFAMILY EY. ZONING: MR -1 ; "Ji '] A 1, 1, ­ I / __ I __50 LTJ i -, , ' <- 9A 5B 50 §D9 _F.F-47: L F.F.,46. /A OPEN' SPACE 9B 5A A, 32' TRACT 7 F.F. Ad 10A 4B A A �3 _Opp .2 A - A A F. 50 ,-OPEN SPACE " 13 39-- -,,3 N'� ' n_ __�_,�4 I ... - >_ 4 8, .,37 -,36-- 3' Ltj 4 T.r 46 5 FF. 48.'9 F.F. 4&4 IF . P, 4t1dF.f!-,47.2F.Fr-47. F. 48.9 TRACT PPD" 10B cn 4A A! A, 45, z 7 4Fjt ij.7 A A 11 A 3 B 1.46,; 46 1 1F.F. 46.4 40 44 F F. 53.6 1A F. F. 46.3 A 41 A F. 59.0; 47 A A, 43 I I I I 9 4 -42 F S f-4ACES A ^ f-4 8 47.0 F.F. .4.7j F. 47.8 3A OPEN c% %a OPEN SPACE' F,fn. 46. -2 �B TRACT 12A 3r QUAIL RIDG 15' U. E.4 VACANT Lon cjCOURT 55 EX. LAND USE: EX. ZONING: A-1 12B 2A I to 'A OPEN SPACE A A' A A A A 7' 6 4 .S 11 114--- __ - T _� 13A F -.F. .01 4Cq F.F.-46.3 F.F.,4fi.7 F.F.__466. f,­(7.0TE F.F.`' 3.6 TRACT "F" 25A 5 1 iTIAN6SCARE- 5VFft L 62 5 & TY -E.5 L - - - 64 t 13B PR -R .7 "'. 4�42 T STORY - IAL _Bwik 0 075% m4z *F1 C.R. 46A PAOLA ROAD --w------CITY OF LAKE MARY hM LIFT STATION TRACT "H" 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 MEADOW SL VD a- WNTERGLEN NEWPORT SQUARE Ilk 6y It* SIDE SCOPE MOE LOT GRADING TYPE A ALL DRAINAGE TO STREET LOT GRADING TYPE B DRAINAGE TO REAR LOT LINE � k all ll 1_1` 0, LOT GRADING TYPE C ALL DRAINAGE TO REAR LOT LINE LOT FLOW DETAILS F.H.A. LOT GRADING TYPE L 0 T NUMBER FINISH FL 0 OR ELEVA TION -FINISH GRADE (TYPICAL) TYPICAL- LOT DETAIL L N.T.S. F,7117,q 715 AUG 2 F, 1995 d rd I Ln I, In I -1 -1 C3 z Z Z 0 D49 V) 0 V) V) LL. Z cl 0 CC F_ 0 II II LL Z z 0 z z V) < V) ) u. 0 .c LJ w LL >0 m FN- < < o 0 z z (3) C14 (0 CL C-9 LLJ w Ln 5;0 07 0 0) w 0 (n 0 0 0 F- 0 U z O 0 d w 6 d a, LL wM z Z m x w 0 0 LL 0) 0 0L� z '2 LJ N0 x Z W m or x W Ld LLJ LAJ ui LLJ z CL a- CL 0- a- a. LLJ 0 0 0 0 0 a 0 LAJ LLI LIJ LLI LLI ui LLJ LLJ V) V) W cn V) 0 V) ww Ld uj Ldw wof W of x L0 1) LI)cn It -t 0) rn 0) a) LLJ C14 LO (0 < 00 (0 (1) 00 T) d rd I Ln I, In I -1 -1 C3 z Z Z 0 D49 j 0 0 j LL. Z cl 0 CC Ln 0 II II LL Z 0 (j cr) < 0 Ix u. J .c 0 M LL >0 m < < < o 0 .j 0 E- 0 W co C4 E - z 0 0 to z � Z C) V) Z 0 Z1 0 O in CL4 co 0,7t 0 0 0 0 Ln II II cr) < 0 z Z 0 m Z �:: w _j w _1 m < < < o (3) C14 (0 CL C-9 Ln 07 -t " 0) D2 D3 � >> >> STA. 28+31.90-18.22'RT. STA. 28+97.90-39.67'RT. FOR CONTINUATION, TYPE 'J -7T' MANHOLE-6'DIA. TYPE 'J-2' INLET--6'DIA. SEE SHT. N0. 10 EETSTR B RIM EL. = 43.08 GUTTER EL. = 42.90 INV. EL. = 31.64 (36"S.W.&N.E.) INV. EL. = 31.53 (36"S.W.) INV. EL. = 31.03 (42"E.) a z ~V) WO O w� cQ co v,d � oc cti • s O Z w Z r~ � L) J w � oCC� v oc z O w z z r s = O w z Q w r_ CC LL, O O U O W 0 0 t _ � U a N 0 m U 1— W U N w Of O� 0'� W t� W W p o� � d. "Z < Q d O 0 0 0 d - N rn Z 0 L0 \ 0 \ 0 LY 00 O r� N \ _ N r \ to U W co - F- N (7) U Vj Q W W (' W w cr F- d 0- w a d W Ow 0 00 0 0 � 0 CLJ V) (n w U) w w V w L7 w w > w w > (/) > > N > 5 w 5 5 w w w w w w ce w rn L0 Lc) ¢ � c,4 Ln 00 r, co 00 Lo Q � (L to -'d- r7 N r Z z 4 WO O w� cQ co v,d � oc cti • s O N O co ® J LL W � Z J w � oCC� v oc O a � z r s = O y z Q LK r_ CC LL, J •a O IL W m m t _ � O J WO co w� cQ co v,d 2a-1 cti • c N O co z PLI U " co � U Z H w (� m J 0 o Z Ln M Q r s = rn O� Q LK r_ T- m m = D D a Z WW J m U W U Z W rn N o� � d. Ln o � d - N rn o Z J M Q r s = rn T- D D a w w Z W Z5 o� 20 1-8" TEE 2-8" GATE VALVE P.I. STA. 40+00--- = STA. 21+21.70 19 S1011 1-8" TEE 2-8" GATE VALVE 18 40+C() CONC. SIDEWALK TO BE CONTRUCTED BY THE DEVELOPER (TYP.) 42+00 S11 43+29.03-� STA. 42+50.00 -CL SANITARY MANHOLE RIM EL. = 44.00 INV. EL. = 34.10 S.W. INV. EL. = 34.00 E. \ OPEN SPACE-� \ TRACT "B" S11 43+29.03-� � STA. 41+70.00-6.00'L SANITARY EL. = MANHOLE RIM EL. = 44.37 INV. EL. = 34.44 W. INV. EL. = 34.34 N.E. 21 - 366'-8" WATER MAIN w ,`tom f I Tiq 'Q � � 51 I 143'-42" RCP 0 0.20% N 22 + U CL 2 3 R� XO J w P; 1 I� 1-8" TEE -- 1-8"x4" REDUCER 1-4" GATE VALVE 1-8" GATE VALVE 25 24 22 Y2 ' BEND F(TYP.) 43+00 OPEN SPACE TRACT "C" SJ 44+00 STA. 43+29.03-� SANITARY o_0 MANHOLE RIM EL. = 43.66 INV. EL. = 33.76 W. INV. EL. = 33.74 S. INV. EL. = 33.66 E. P STA. 43+29.03 = STA. 35+90.15 i I 30' D.E. 26 810'-8" --- 27 WATER MAIN 200'R. � TYP . FOR CONTINUATION, SEE SH T. NO. 10 46-00 44+56.88-17.50'LT. 'J-2' INLET-6'DIA. FER EL. = 42.77 EL. = 32.65 (42"S.) EL. = 31.65 (54"N.) H. w/VALVE SSEMBLY 88 89 >- 90 MIAMI CURB (TYP.) 47+00 44 00 j 00 46 00 45 (>y 147 00 I Ir AiL 4"RC w f ff I-- PROP. 5' - 632'-4" -4 RCP 188 2 106 SIDEWALK RECLAIM ®0.20% (TYPICAL) WATER MAIN w 28 107 105 104 LLJ 103 102 N W� i 36'-42" RCP J177 (moi ® 0.20% j1-8" TEE STA. 45+50.00 -CL I 2-8" GATE VALVE SANITARY MANHOLE (D13 RIM EL. = 43.46 STA. 44+69.10-17.50'RT. INV. EL. = 33.00 W. TYPE 'J-2' INLET-7'DIA. INV. EL. = 32.90 E. STA. 42+81.34-17.50'RT. TYPE 'J-2' INLET-6'DIA. GUTTER EL. = 42.82 GUTTER EL. = 43.56 INV. EL. = 35.79 (42"W.&N.) INV. EL. = 36.17 (42"S. W. &E. ) COURT "A" 48+00 MATCH LINE (SEE SHT. NO. 9) R.P. ST4. 48+75.16, 1-8"x4" RE UCER 1-3" TEEX 91 r-, 101 00 920 + 00 U 7 � 100 No 15' U TI L. F- -ESM T. # 45BEND (TYP.) ! �93 ' 45' B ND 99 (TYP.) STA. 47+75.00-� SANITARY o_0 MANHOLE RIM EL. = 44.44 INV. EL. = 32.22 W. INV. EL. = 32.12 N.E. 49+00 25' UTIL. ESMT. 94 1 95 2" BLOW OFF VALVE 2" BLOW OF VALVE 97 �' 0 Ln 00 w 0 0 O z cnS m� cn ---s z o M STA. 48+89.00-7.40' RT. SANITARY o_0 MANHOLE RIM EL. = 45.18 INV. EL. = 31.78 S.W. INV. EL. = 31.68 N. N W X E x s z o_0 o y �w W Z W V) Z p U Z � LLJ W Q Q c. li.l p tn N d U WLLJ Lj c -t- U-) a Q 0 cr Lij U Q W N s L.LJ W Li W W W Lu W Lj W 10 NN tc)d- V r- \ \ '4. \ O \ \ to Ln 4c 00 r r rt O ol. tt) I- M N �E V z z o_0 o y ac � 0 J � W � J o W� vs � a t O � N 4c CC U, .� rt O ol. �E V W � QD O 0 Z � .4 1 Dom0 zo Ut14 coo o ... C3 1 11U F-i-� m C) I U-) � o Q m m i z z z 0 mw a 0 0 O ® cn in N a - A L0 4�cl- d- m �- w _ cr �" o Z � J yf2 � ic in �Ri 00 uD D X W w W