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HomeMy WebLinkAbout2004 - (#13) Master Grading PlanO Q0 0 D N � F � � W / \ PROPOSED PROPOSED PROPOSED O 0 0 xoo / HOUSE HOUSE HOUSE cr - / ,ya'ti PAD PAD PAD )LOa '- Q CJ w N o La G x o` 2.4 to co ti ROPOSED R/W LINE 2.0 ST. R/W UNE,-' ' / 2.8 © is.00 Mao � i" ^a 3 STORMWATER TRACT iV . s.0 .I. STA? 2+8is94 ROAD A FRONT DRAINING LOTS REAR DRAINING LOTS SPLIT o ` P STA: 32+2 .56 (ROAD = 70.0 L T DRAINING LOTS 'n N o 16.20 ' j 9S"oo ELE = 15,04' 4.6 A.=,4108� LOTS 70-100, 105-120,' 128-132, LOTS 1-36, 46-60, 101-104, LOTS'37-45, 61-69, 121-127, >' 4.4 41' 163-182 133-137, 148-162, 138-147, 183-209 N Q J 'j If M A- TYPICAL LOT GRADING PLAN Off, NTS @ Z iU J 19 mm LLWI /t"" tS I •`r'c �\�` $ ,+3' \ REAR LOT LINE O W 4¢ z ¢ U I 4.0 ; �40 1 ,/ ',.. 6 ,.4 rr o o u o cn • 6-6 105 , f-EXISTING ROADWAY F / �/ p. /� / / Z s.a �� ts.zo ` 5' .i 5 • PAVEMENT 32 T CENTERED ON EXIST 120' R/W 6 �° n.4o R = 225.0' . / ,� e - / � 86 P.V.l. STA: 38+82.62 (ROAD B) � U 'L / .6 x 3.8 5/8-IRON ROD / 106 = $ A =722- " �' \ P.I. STA: 200+00.00 (ROAD D) CAP LB 3608 9 w 15.00 � HP ELEV. = 14.i4' 1 FINISHED GRADE 5 Ml4X w 1 07 `o 5�' Off'• ,S.i \ STA: 6+97.9 I _ LP ELEV •Pr 13.40' \ Uri-.1'® /- �Ivw ,7.aD il 1 08 6.D - - - `. o 4 '° �9 13.5D ,off TRANSITION SECTION X X -- N 6.2 S ,L 3.s a STORMWATEft /\ \ FLAGGED JURIDISTRICTAL UJ 0 ------- - - : - A LINE N T M N GEMENT TRACT 3.s \ `�x'� Q. �2.2 \ J.�' p�K P.I. STA: 26+26:63 ROAD B I o s.3 z 70P=13.5' � �1 � U Z u 0 TO -� 103 �i 10 (dP P.I. STA: 100+00.00 (ROAD C) ^ J a n.70 NWL=i Q 1 - 6.4 I 3.5 ¢ 4-3 ,5.50 w 1 .-, - �= ' HP ELEV. 17.00' O� 0 3s ,a� t.e P.V.I. STA: 40+25.26 CO Q 0 1: FUSE `AO OCI -f - '���+°°-r-- S 89'36 05 E 762.51 = 5/ " IRON R w/ r,� I ,e.zD 11 z 6.5 \J�� a.,D \ ��� J ��, 27B+oo _- _ --~ _ 0 ELEV. 13 - _ _ - - �- �77+00 _ �_ L 5 IRON ROD WLANDSCAPE / 7,e - - ND EA B I Q � f"i.a ►'-1 102 " P CAP O 6 6 .�to a9 � 16-00 �O• xoo\ \ 11 LP E 40 rL L1.. N .. -- 6.6 ,7.90 3.5 yJ 4.0 15.20 ,4 - OI ( 18.40 111 6.7 _ b G \\ A 4 p`)'/ 1103� �6t \ t U Z __� _ _.1 �r �O ,l \ 67 �S Iwo ' - 7 7' 9 17.70 18.10 - 18.30 1a.50 18.70 - Z 8.0 R = 50. D' 101 I ,�° j,� ' 12 - lS • - 5.0 /�P� \ 15.80 O> 6 2.0 �. -'-•- ro / 17.50 119 118 117, 116 115 114 ci3ZO o oo' ,9.5D / \ ,.2 15.oa ® N N : p r. 1 .60 1 1 L 54' / ? 4.2 6 - - v 120 0 - PT 2 2s a ts.4o 3.e 65 �\v �- �`� O � 6.2 6.3 6.5 6.6 6.8 7.0 � I 69 � / i5.40 / 3.8 � 7.2 / 1 U. �� l.� Q�. P� 6.0 \ 2 6.0. 7.2 _ '\ 7.0 ST Z02+22.% M�M U \ O / fi.4 40 ss a LP EL V. = 13.40 / 64 / / W � O�22 \ 4 5026400 7+ 70 +l 3.20 R = 150.0' _ a o A 57'34'20' V, w\ STONY POINT DRIVE = 50.0' 15.60 4-0 � 3 / 4.0 J Q L - 7.0 .11, 6 / / 4.0 ns.75'(R) L = 150.72' AO \ PG�fi- +.0 6.3 6.5 6.6. 7.7 71 T 18.70 O•03 tv /� �.R. 08/J/ t �� STA: 22 05.5 100 L = 52.41' o¢ nao 7 7.0 ,E 147 24.09 z a.o \ 3s � Pec 4r 14 /� ( L E : = t -45 I I1 / 62 \ Q 37 ss l In vs.D ` f 1 1 45 146 7.o zo N •41 ,JtD q \ ,s.4D _ 6.5 6.8 � 7.8 16.n0 ,.a 3-5 a m + 6.9 x 4.2 - 4.3 15.10 •� lt` 4.2- r 5.7 \ \ 143 n.7o nsD 18.00 18.40 1" >8 61 epN AS 3.5 125 \ T7.a0 �� 148 99 ,�.so s.a 5 d 4.6 43+18.51 7.6 P 20 +70J1 Q A s.9 � � s.o ,s.ao 3s o 15 H f I / 1 2 I�ASrE EA E Q 1126 / 6.5 ,B.OD -{ 19.30 16.20 72 - ' _ 38 I 3 L = 380.78' / �1 17.20 6.0 Q 7.0 17.60 6.3 It1 6.0 149 ID 198 00.0 ,3.60 te.DD 6.0 141 6 - - - - 7 i A 16.42'30' ts.6o _ 4•d TRACT G / 0 ,127' ,zzD 6.0 .`ail / - 60 4'4 - - 3.5 a.e PRESERVATION / R = 0.0 6.5 / 6.5 ` p, - - - '- - - -I� t09 ) � E• A = 4 e.3 0 Qe 1e.00 - 5/8 IRON ROD W/ 150 I �.�/.l. STA: 1+85.97 I 39 " " ^ _ .25 .55' 6.5 17.40 6.0 �� � ` - 73 - I LEGEND LLJ y .` 6.0 6.8 P ELEV = t6.45' a. -- _ a.4 15.60 3.0 CAP LB 3608 I -.... .. p ( 15.60 7.9 128 6.7 1 9G� V (�O Q } I _ 8.2 PROPOSED SPOT .GRADE ELEVATION t7.60 6.0 `lJ - 16.40 3 16-00 59- - Q 6.7 6.6 P P A� ' 151 I 96 18.60 - - - - - 4.9 PROPOSED FINISHED FLOOR ELEVATION 1 - 138 p'LJ - 6.0 Z1 - 7.6 Y I _ _ _ _ _ - _ 3•s ` 4.4 0 0 6s _ i7so 6.0 / Q� '� _ P Ov Q 17 7.a - 18.50 129 1 75.87 O`1�1 7.0 . ( 16.60 74 Q' 4-8 3.5 1 OO.O' - - - y 40 LL- o 7.0 6P 50.0 ,B. o M ,s.fio 4.2 ,sso O s.i 7.1 Gj �\� r _ . , �152 ( 95 ,e.90 ( ( 201407 I,NI O Q , BSD O / 9 42 o a.1 fi., o I 1 fi.3o 5 8 35.32' z Q �C c�F L 43.38 6.7 7.4 I m 4.s F- la.7o 137 6.0 O 73 2+25.97 (ROAD B I z.a 130 z a w�Q �� 1 4 L STA: 104+23.64 ROAD STORMWATER 3.5 4.2 18 7.3 6.D a- \ Q 6.0 iB.50 19.0 153 19.20 - Z79D5 3.5 - 41 4.0 I - 00 a O /� (� �P ELEV 17.53' 75 M NAGEMENT TRACT ts.,o STA: 17+02.55 _ rI 1a.7o z Qe 7 a.4 ,s.,o P.V.I. STA. 46+11.76 a l v 7 I z Q 155 ' 3 7:5 6.4 ,6.aD 5.2 T P OFBANK = 13.5 9ELE .50 18.90 131 d 136 6.0 7.6 �� P z�� 2.o LP ELEV. = 13.40 - f 19 30 16.30 57 6 NWL - 10.0 7.5 6.0 ¢ P , � tt - Q © � - 2. t 10 + 3.64 9 3 A T 3.5 _ 3-8 Q 3.9 19 _ ss 7a ,a.so cz 156 - z+oD 0 42 0 I, ,s.1a '� 8.5 76 + 3.5 nn ZZ Z e.o la3o 7.t o MORGAN CIRCLE 1�0 46� 132 Z 1J5 - aI P - S N -,7.00 5.4 � 76.60 p --..- _ 15.20 2.2 1 5 8" IRON ROD W 8.7 7.7 $ '- - _ -D_ o! \ 157 ?9 $ ' 92 ZapN� 5.t o a.2 s 20 . Q . / " " / n '� 6.0 \ 68 R - 250.0 8.4 S Z10N 56. 3.6 3.6 - �/ 5/8-IRON ROD W/ r . r �AP LB 360 PT \ \ 8.10 6.9 _ +I 19.30 }RpNs 3.5 15.00 _ } I - .. Ar , TRACT K _ _ \-10' D n E. \ A - 20�,��7 7.6 ��_} 43 0 co Q cAP LB 3608 .� 89 49 9 fwaao�.c,n+r 500.59 _ 134 \ ,940 O, �o } V.I.STA: 210+3o.2s 35 - - _ _ _. _ r EA YP 158 \ IC - 88.29' _ -v 7.8 - � � 4 6.4 ` - .. }5.00 j } j t �, ,s.00 n.90 6.9 8.3 77 sso r E EV. - 15.76 / 4.0 y� 6.7 / 7.7 0 7.6 91 5.6 P / \ 21 u _ / / - 7.6 19.20 : \ 17.20 3.4 55 3.5 ,^ 15.20 Q Q . - za 3 159 ��.� 198 \ X 1 2 44 4.0\/'!'� o`� N I Q 0 133 ts.,o V 1 00 3s F- - 13+ O td+00-✓. 6 0 a 18.30 6.7 GQ" 6.7 7.9 18.70 (� 8.2 ° 1 'DRAINAGE. ,5.20 ( Z (0 a u t9.2o /V 6 / I a.o > z5 90�' 6.4 5 MENT (TYP) �/ 22 I rn C7 6L STONY POINT DRIVE ss V.I. T 160 s Qom'' �\ 197 / 201 zs y 1s.10 7 s.e n.zo \ 4.0 8 d 'A\I - �� 9 TR T F v.. s A. 8+95. �� �\ 18.30 7.5 5 19.00 \ \ \ 57 / 4.4 \� 15.40 2.6 1 Y 0 L S 89°49' 9 E 387.5 CAP "LB 3608" C LP EL V. _ 16.45' / / O 6.9 7.9 \ 9.1` 17.40 ` 5 16.00Ld efb MCA , , V. �. \ I 6.0 7.4 CJ9 / _ 3 - O 0°' ~ X _ 129.63'LR) V Q i. STA: +89.09A ,a.4o 196 \ ,� i j t N 89'43 01' W 313.50' l� � 7.4 ,9.00 ,� � c F ELEV. = 20.50 N 00 16 59 E 5 8" 1 oN ROD W R 100.0 7.1 / zs I:, 20 0� ,s.zo 45 c ,.z O- r CAP "LB 3608" / 1 1' 0 7.1 7.9 18.30 7.5 ?8.90 6.6 6.0 / / 17.40 CIS R 3.5 \ \ 5.2 4 (/) 14.12 1 _ �/ 8.0 79 s.o E P 46 Ki L 69. 195 ���� 7.9 > 7.3 > 7.5 , 7 88 \ 17.60 5 RP�NPAN 3.5 \ \ 23 50• I R 50.0 16so y 203 0, ta.9DLN s 47 _ w SALE 1' 1QQ' �) I A = 69.53'41 ` sir 7.3 9 P� 1a.eo \ R. 1 a.a / sa 107 19'50 ( Ca X I = 6 ' �� `� 6 B.0 \ 6.9 3.5 10 \ 48 7 L = 93. 6'. d p L _ .099 _ 19.10 163 7.4.. 0 OP 7.9 �� 7.2 87 80 6.2 RIVIFR �E 1. A� 5.D 4.6 �96J�R Z m to 75 Z5 204 7.z \� ` 1b.80 17.90 6. 5 4 t 7.5 STORMWATER ia:6D �� O U AST 15' 0 E U HW�ST /4 o &5 .00 ESC &:D ` O.R. K 1 3PA 49 6 24 ®2.B �o a - _ Q t9.30 164 ..1• 6. 'S - MENT TR AC , �� 205 7.2 'o 7.2 86 f 5.0 15.60 C3 fU6 7.6 7. 0 ANK_ =. 17. I J,� 7.5 ,9.fiD /� + 18.80 7.0 6.1` 6.4 - 5.9- / /- - 25 O `NIA r7 7 f�j(� �� 1s.00 81 / s.3 16.0o N R w d e.7 w I S' IiV'VO •� = 14. f i i b'.!. ST 0 0.29 ,a.00 51 26 / • �R� 3eaa F d 3 � 6 LP V. 1 17.ao ss ,s.zo P W I- in 165 192 � t.. 5 � 206 zz \ _ � >k � s.z r, 0 8 3.0 / 51�P �e Z O Q 19.40 I 7.2 27 LLI I - I_ 7.8. 7.8 7.5 z - - : 7.5 _ w / - a I-� - ,8.60 \ \ p 5.9 28 - i6.50 © / /t�'.. •� Ln NI 8.8 8.2 - 7.9 8.4 7.2 82 6.6 / Q .. I 19.20 191 7 7.4 7.4 8 4.. 6.7 QR` 6.2 16.80 _ B 3.4 120 m Ln X/_` 19.40 1 6 6 I 7.5 2 0 x 19.20 \�,,`�/ -._ N LLI LLJ J - 7.8 I I 7.8 7.5 18.60 / �� t? 6A - ® 3'7 / Q� _ Q P.V.I. STA: 65+25.00 a z 0 -MAI GE sE i _ a.o 5�0 30 v.,o / Q 1.4. 8.6 4.0 - m .J U HP ELEV. 17.65' `� zs zs 7s 7s � zs , ,:6 83 zD � 6-s n.ao ® FLAGGED .JURIDISTRICTAL Z 1 31 �/M o � 19-40 167 _ \� � zfi 208 ,s.zD / r 5 t- W I I I 15.8o .- U w �1 7.6 �+� OD : / -\R LINE 48 HOURSBEFORE BaLFIFR�EDIGGING !° ^ _ s.so e.z e.o 7.9 1 zs 7a e.o a.z 32 ?,.0 P -) _ o rn rn 190 189 188 187 186 185 1 4; 183 209 16 8 1 I zo n.eo 4s C S, I n O Ln In 7.a 7.a o / 3 i � P F" 432 %4M 64 01.0 19.20 19.20 19.00 18.1 18.80 18.80 t8.90 19.00 'y 19.00 - 4.8 / �•• �� G ' v 1 - 5 7.3 17.90 � - . _ O� � I I � � . m�� STA: 51+s ` � -DER ��SC OR LID surlslin+E srA,l� oN1: cAu" ''nn - , 34 E = 15.42 1v n L F deft N of FLOR1Dn. INc, .. `� `�1 V - W - � � 7.8 7.6 7.4 � ' 7.2 7.3 7.4 I 7.5 7.6 ,8.20 � .- - Vvr 7.6 R 0 zfi e 35 �oF C,P �N�, / 169 a /� 5.1 `� ?� �N pp�ai (n. Z 19.20 - I ---F� 18.50 - , .'�� _ - �GN o CvC� - �s s + o+0 7 36 3� K ROE -��- SURVEY LINE BY OTHERS _ _j �4 7 � N 6g �N Po' N Sv o,9� N � __ z I 7. MORGA CIRCLE I °' ,e. 0 5-4 �7 ^^ r•i p I 7.5 , - .4 - 7.3 7.2 7.2 7.3 7.4 7.5 7.6 7.6 ,n / - - - _ . �Rr - o i G �Ov �c)?- TRACT U _ 5.7 00 0 ` �0 2 Ps ROE I Cn r d 170 182 6.D rL 5 SN OP� �(� PRESERVATION r ,s.zo 1715 RVE 11�N D T 5 7 1 180 �t = ,0�7 r o. �' �� ��oF i _ „a„___-�-. ,tea, ._ '� m fRi 1 N00'08 38 U�"E es �TA: 611+25 4 79 3 039, / R\GN % I �j w �oR = / O V) 50.0 P ELEV.' 17.00' 19.zo L = 06 / �_. ,�/ 21.99 7 19.10 ,s.00 ,e.eo 1a.eo / ', ' - - - - 18.90 19.00 , 9.10 - 19.20- O R 0 5/8" IRON ROD W/ L = 7$-4� /8 TRON ROD W/ 8.8 i - - 5/8" IRON ROD " CAP "LB 3608" _��^ _.�_0.7 _e.6 es _a.a_ e.a as ss 9.7 C �a 3608" 1�P� / SHIMT , „ , .. CAP "LB 3608 L_ - .... � � � � � � � �! � � � � � � .- N 9'43 01 W 387.15 _ 657,52' } _� - S89 43'O1" 5/8" IRON ROD W� 1130.54 CAP "L8 3608" , r' s5-4t' S 89 43 01 E P.I. STA: 57+47.60 ROAD B (z PLACES) P:I. STA. 54+57.60 ROAD 8 ( ) 1788.06' I P.I. STA: 110+27.79 ROAD- C) P.I. STA: 212+75.25 (ROAD D) HP ELEV. = 17.58 ELEV. = 16.51 i A A4ol►,�, lei . l E 0475" OF 1 : - 02-145A - - BAR 1 f 1/2" R00 "CARTER ASSOC" 5/8" IRON ROD W/ CAP 18 3608" ROAD R D ROAD