Loading...
HomeMy WebLinkAbout2005 - Master Grading PlanP W) Q� O , Lo ROA,6RQAD ROADcn M cv o o M. 00 _ W S � � PROPOSED PROPOSED PROPOSED m , o o o m / } HOUSE PAD HOUSE PAD HOUSE PADIr_ CL a, (t. cv p� a cn 0 0) vj '® Twit Wit W> // \ \: F- CC a PROPOSED R/W LINE/ ® 10.s Q d �CIST. R/W LINE 1s.o ® 1s.ao 15.zo \ .4� / / / 2 3 ! STORMWATER TRACT 04 I. STA. 2+80.4 (ROAD A) \ p Z A FRONT DRAINING LOTS Lo W CD\ 16.2 - ®REAR DRAINING LOTS SPLIT DRAINING LOTS o 16.60 P. STA: 32+2-.56 (ROAD ) \ - d' N p q .� LOTS 1-36 70-100, 105-120, 128-132, LOTS 46-60, 101-104, LOTS 37 45, 61-69, 121-127, J LL / /- EL - 15.04' �s 4 ® s.4 \ 163-182 _ I ,m II _ ILu j% Q / , 4.8 15.00 s� cc W i 14.4 = 133-137, 148-162, 138-147, 183 209 z_z TYPICAL LOT GRADING PLAN LAS 74.4 14.2 ,52 0 NTS W Lu 0 ` /� ✓✓ _ / I Ni 16.20 \ ` Q - z �V �lG G � oo, F za.��' A Ica W` Q U REAR LOT LINE co 14.° 14.0 6 5.0 ,6.b 105 �� r -EXI5TINC7 ROADWAY �2 54 1RECREATION 5�-I 5� PAVEMENT 32 FT rLQ n.as ` I I • ' CENTERED ON EX15T 120' R/W 1 / / r, t 15.6 u.e 14.6 \ P.V.I. STA: 38+82.62 (ROAD B) / / I 1 06 15.6 / ! 7 ® \ P.I. STA: 200+00.00 (ROAD D)rT 17.0 ,sso HP ELEV. ' FINISHED GRADE - 17.80 I 15.8 ' 3.5 A 5.1 1� w I ( 107 13.5 15.6 \ 5 MAX P.I:I STA: 6+97.98 / \ I W �I s.o 73s LP 0 ELEV = 13.40' \ - / rn Mill ls.o tss / 9 \ Q Z4 16.2 104 ,3s STORMWATER 39 45' TRANSITION SECTION X -X.,, �N. - / M' NAGEMENT TRACT 3.5 \ 15.2 \ NTS `" '"�U -• Q / I fa.2o 109 Co 1s.3 TOP=13.5'z n / of gpN`A P.I. STA: 26+26.63 (ROAD B) 7.e 103 NWL=10 10 © Q. P.I, STA: 100+00.00 (ROAD C) 164 n.7o 3s S 89°36'05" E 762.51' HP ELEV. = 17.00' o�6s ,3.s 14 4.3 ,sso 46 ` P.V.I. STA: 40+25.26 'A 18.4 M AM -71110 i 66 � ® - V, .�.Q O '^ n _17.0 - 17.2 17.4 1 7s 17.8 16.0 -, 16.2 17•g I 102 14.6 LP ELEV. - 13.40' f� _ leoo \ 1 1 Q/ T N N / 19.13 0 6.6 ti 17.90 13.5 ' ♦ A L/1 L/1 8 OI A=, 1 1 I ,6.7 67A ® ` \ 6 I:, -U Z 16.0 18.17 18.46 18.66 16.96 19.°2 � z 8.0 101 73.5 1 14.2 4.0 \ �O 12 W .0 119 118 1 17 1 16 1 15 1 14 Q leso ��- ®� 15.0 A 8 1s.7s B tsas A1s.o ��� m LL Q LIQ 1 1 2 16.8 18.50 ' Q 4.2 14.2 - R8�t . 16.0 120 O 1® ® 15.36 13.5 65 13.6 \ S '".N•�'.: \� O 16.3 f 7.2 17.0 15,40 W 16.2 1B.3 6.5 18.6 16.6 17.0 69 ,q 121 e.o 17.2 �� ,7.o A ST . 202+22.73 3.s ® u.s 16.4 17.70 15.9 - - \ - E = 13.40' � 64 ` i F 70 3.b \ 122 A - `{ Q \� 17.40 15.7 \ 14.0 3.6 A 15.40 14 0 • 15.2 I • .. ' .. O 18.4 \\ 16.20 3 \ YO�c>~ . 18.0 6.3 16.5 18.6 17.1 17. ® 17.0 / 6 14.0 ts.o 123 A tz7 100 ,9 .20 13.9 ,� i N ,7.65 15.7 ♦ P..V_ STA: 22. 05.59A� 16.75 147 24.09' I 14.2 14.0 t5.40 13.5 4 'ti' '•. _ c ♦ 16.4 LP EV. = t �.4 ,7.0 1 / 62 73-5 - 37 14 ® `... ,. ® 15.9 1 1545 146 ,7.0 17.o N 89'41 ' 3 " +„ 16.0 12 4 LID/ 15.5 16.8 , 6.20 .. 15.80 \ �. - 16.5 17.85 15.9 7.5 16.9 T8 14.2 14.3 15.70 3.5 143 1e.14 ,6.35 18.56 ,6.92 I v 135 4.2 14.2 - 0. ..•a I 125 � 1s.7 �� �� �� �� Q 14` 8O \O 99®9.02 L15.6 � �� Apj� ��� � � ` Xr. 16.0 , 7.95 6 1 V �O 14.4 Q ♦ 14s I � P.V.I. STA: 43+18.51 ' 16.7 18.10 16.0 16.4 2 16.0 16.0 16.0 16.8 17.6 15.90 3.5 \ ,Ss 15 HP ELEV. = 14.33' �,. i 126® A ,las 16.0 i 16.0 ®A 18.6s s.7 �� I 1s.z0 72 4.6 38 I I 16.0° A \ "o L 16.7 7.0 18.32 16.3 18.86 /� /� I I ® .127 ® ♦ / 16.0 ,1 9 0 149 168 I 98 17.5 5.5 4-6 1® 60 13s10 15.80 �- 15 TRACT G. +' ♦ 16.5 16.0 - - /'T - - �i ,6.5 ®,a.7 -.- - _.• 1 .. 3.5 _ ,a.E,a.4 4.4 ® _ - PRESERVATI� iN , 1 A i . - 6.5 _ A17.2 16.3 1 0 p 18.45 150 I I I I ,9.20 G /� \ �.Z.I. STA: 1+85.9773 39 1 6 LEGEND 18.78 16.5 6'0 ,( 16.0 16.8 LP ELEV. _ 6.45' 14.5 13.5 16.30 15.6 W 1 ?8 16.7 139 L'� (� \ (�,� - I ,6.7 ,7.6 I ,6.ao - ,5.60 ,4.4 - 18.2 PROPOSED SPOT GRADE ELEVATION f'•9 - ' G v A 18.80 15.6 14.8 16.33 59 18.7 16.8 ,8.30 �P 151 I 96 ,ass I CD 19.50 PROPOSED FINISHED FLOOR ELEVATION Q ® 6.9 p ♦ ` / 16.0 ® I 14.8 ` 14.4 118 8 �\ .\ / �. 7.1 ® 7.8 - 13.5 17- V I r ,9.00 1 29 51 16.0 O �� 17.0 ® I O� 40 ` b 18.1 7.1 17.0 19.15 16.60 7 4 14.6 13.5 15.60 - - 14.2 16.00 Q o �O Q\ C-) �\� �P� 16.o A=152 I 95 1s.2o I I G 19.29 18.1 16.1 15.0 16.63 5 8 ` 18.87 15.1 i z ® 160 �Q� 04 ® 16.7 17.4- I t'.�. z+25.97 (ROAD B I ® as 120 I I" 1® 130 137 O' P \ 154 A 73 A STORMWATER A o- ,�+ _ \S Q \ I. STA: 4+23.64 ROAD ,) 13.5 142 1 8 Y2 0 ,9.3 ,7.3 ,7.3(ED-,.�O 16.0 19.08 ® ,9.50 153 ,9.a5 `IjIP E EV I � 17.53' 75( 151 t35 IvANAGEMENT TRACT 41 140 STA: 17+02.55 \ A I _ z ® 18.4 � A T P OF BANK - 13. ' 15'° � ® � P.V.I. STA: 46+11.76 I 15.80 ELEV. 17.50 � 136 1895 155 n.a 7.5 17.7 ns ® s.a 1s.2 74.a LP ELEV. = 13.40' ,9.47 131 1 - O ( � - I 17.5 160 6.0 -ij � 93 19J0 I F6.60157 13.5 NWL = 10.0' 4.4® 3.8 13.9 19 Q O 1 18.5 17.5 19.22 , 156 I 18.5 13.5 /�,2 15.50 I , m �.5 O' ® 76 a I 16.0 18.87 19,®132 135 I n.1 5 A� ,sso 1s.2s s,p I ?' n7 Nsm ra � n.oa s.4 < 3 sa 157 n.3 7.7 92 '1w' ,s., 56 ,4.2 20 7 6.0 t 8.4 5 mpN 13.5 3.6 3.6 i 18.66 6.9 A 19.62 S 89'49' 19" E - - 500.59' - TRACT K ® AMB \'� A43 Q A 199 V, Z 17.6 13.5 ._ - - - 134 1s.o A158 ,9.50 1s.a \ V.I. STA: 210+30.25 rn 17.a 1x.90 E EV. = 15.76' 15.89 ` ts.z � / 19.50 18.45 16.7 ' � 16.9 � 77.6 � 1® 16.3 \ �J 77 15.6 ,4.0 21 In t Q Q . 18.0 r ^ / ®159 A 200 17.6 19.53 55 3.5 ` 15.60 N 1... 17.7 / R 17.20 ,5.4 ...---- - - - - - - - - 16.3 ® 198 ` ,A ! ` 44 i3.a � I r7 17.8 133 18.62 16.7 16.7 19.15 19.40 13'5 ,6.25 V � p 17.5 17.9 ® 18.0 90� 19.2 16.4 \ 2LI - 16.5 16016.9 197 ® 201 17.5 19.45 ///��� 78 15.8 17.20 14.0 �j�\� a: �_ - I P.V.I. STA' 8+95. 18.80 17.5 7.5 19.32 \ ` \\ 5.7 54 , 4.4 05.80 5.4 I"" _ W I 1 `I . r/ S 89°49'19'° E 387.50' - - TRACT F P EL161- 16.45' / / 1fi9 179 ` 1�ao \ 13.5 13.5 tJ !) 8.0 17.4 89 8.1 ` 16.60 P.V.I. STA: 9+89.09\ N 89°43'01" W 313.50' ,9.00 ® 196 �^ ® � 12g6s�R� oL Q 17.5 �L6 ,7.4 19.36 � 16.60 � I HP ELEV. = 20.50' N 00° 16'59" E A ,', 17, ,8.45 „5 16•fi ,7.40 45 ® 42 1•- 15.2 a.a J\ 19.24 13.5 _ 19.15 162 17.9 ® ' ` � 79 6.0 16.0 16,fi0 46 I 123 14.12 - 195 17..9 17.3 17.3 88A 18.0 \ ,7.62 53 SCALE' 100 17.5 / \203 19.28 ® 3.5 13.5 47 14.4 I ' . 1f 7 17.3 18.69 17.5 � 16.96 14.9 � 16.00 Ill 7.9 19.16 \ j .^ �[ - `- I I ® 194 ® 18.0\ 16.8 13.5 i3.5 17.35 48 A 7 I V O r 19.33 17.4 ® 17.9 17.2 8 7 Q Q ,n I i I X163 ,8.93 17.5 17.2 ® UO 16.2 16.2 (Rl Z d\ � 0� Ol 7.5 ®204 ,9.20 \\ Q 52 ® ,7.80 49 ® 00 1 7.5 17.9 17.90 4.4 15.3 Q STORMWATER 19,66 A . ,7.90 i 4.9 I `O®les 19.,7 17.9 16.0 50 5.fi 24 15.6 Q 164 �1® 7.5 AGEMENT TRAC 205 7.2 7.2 86® ® 5.G ,5� i ® p o Q ns n.5 OP OF BANK = 17. zs ,9.20 Q n.o A 25 Z O 19,00 19.40 81 A 16.4 6.4 15.9 15.3 16.40 W O -J 1 In 9.D NWL = 14.5' V.I. STA: 10 0.29 / LL- �t � 1n , e.7 ��® � \ , e., 0 51 2 6 ® I 19.41 7.9 P �p� 16.2 15.8 / W U.1 ^_ Q I I ,9.67 165 192 I 7.5 06 17.2 ` 17.2 �1.5xV. = 1 \ ,8.22 ' 15.8 27 7sso ®�� ^ aL CL - 'u�^J LLI ^ 17.8 f 17.8 17.5 19.00 ` 18.2 17.2 15.9 �f pp 16.90 e 5.0 / A� I / � Z Lc)NI 1 18.8 I 18.2 77.9 17.4 84 164\ A 82 16.2 2 20 ® 6.2 Z�V J /' 0 ¢ I _ ,9.65 91 ,s 207 I �: 17.4 16.7 � �I N _ - .� 30 nso / I p Q 1n o6 A ,9.65 166 `\\ ® Q / 2, q / 0 Ly J ---I � 7.8 I I 17.8 ® 7.5 \ 19.25 19.60 18.35 18.4 LLQ 6.5 / i � I Q P.V.I. STA: 65+25.00 1e.2 �� ,s.o M J U HP ELEV. = 17.65' 18.8 17.5 17.5 i7.5 17.5 17.5 ®208 17.6 \ 17.6 83 17.0 16.6 Z 17.80 }68 / ��' z W W 19.77 16 7 I 7.6 - - 19.80 A / 31 M • - LLJ 19.50 7.1 / V in I- W ® n.a ,ze / ,6.7 fa.00 A / SRP Q. �� 48 HOURS BEFORE DIGGING U � 18.5 18.2 18.0 17.9 17.9 17.9 ,9.0 ,a.2 32 R• •'O' ; �, TOLL FREE o Q I 19.0 190 \ 189 , 19 20 187 186\ 185 194 ' 183 209 , ,7.0 ®,7.4 / Gp�1P P, o k / moi ? V, 17 a ® 7.6 3 / ' �: P �i� �.�1 O VVV '7V��o 0 l Lo 19.30 19.20 19.10 19.00 19.20 19.4 - 19.60 ® 19.80 17.3 18.30 17.fi / STA: 51 + `� P� N� c0 I =MIOF NE � C .w O I I 19.70 19.40 � u,03 _ z U co � �® n.7 A �Q 34 1 \,\Q �I`1 P� �,( �' O _O� 01 L1J T 17.8 17.6 17.6 17.4 7.2 17.3 17.4 17.5 17.5 17.8 / JF`��]'/� N O I / 0 O 18.9 i� 17.6 35 18.60 / / \ �� `' D� . \ / / _ O V� Q vN n.6 n.B i O - � 0 Q j cn z 19.63 ®69 _... - - - ,7.7 36 18.2 7.9 6g �' 1A /� \NP�� �N O��Q 2 P� ��0� / M Z . ,6.90 N LY 7.6 iZ5 17.4 _.... 17.3 ,7.2 - 17.2 17.3 17.4 17.5 17.6 7.6 \ 19 8.5 ', CfO O� P� \N�- O� �N ��� / TRACT J, I rwr^ 170 182 19.a �/ 2 p,N �' �E�' ��� 0 V� : Z .. . 181 ,9.aD / / / L ��,�P F0� Nip / PRESERVATION I I Q 19.5s 1\71 172 172 174 175 1 177 7 179 180 lsao ® p•`2`� 0�� S / N00'08'38" E ,6.8 ® �' �'.I. STA: '1 +95.54 ,so �� �] LP ELEV. = 17.00 . ® 19.61 ® "'\A �i F' / (W 21.99' 19.50 19.42 ,9.34 19.27 19.20 \79.28 19.36 � 18.9 R - 19.44 19.53 ® /PC� � � / ' � s 0 -es fa.7 _9.a 18'8 -SHEET N 89°43'01" W 387.15' - - C1l--- 657.52' .... 589.43'01" E S 89'43'01" E 1 130.54 P.I. STA: 110+27.79 (ROAD) P.I. STA: 54+57.60 (ROAD B) 1788.06' 1 65.41' i I. STA: 57+47.60 (ROAD B) i HP ELEV. = 17.58' P.I. STA: 212+75.25 (ROAD D) ELEV. = 16.51' i �v BRUCE A A4014, FL PIE #47=9 of 1 02-145\ ° �'�� 1 4 2005