Loading...
HomeMy WebLinkAboutSW6231106_Plansheet - Grading/Drainage Plan_20240228 (5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BEFORE YOU DIG, CALL 00 co 0 � J > 00 r \ / O x I m O N m N Rp (SR 1720� PAVE ) _ ' NORTH CAROLINA LLI PANT I C /W 8 X6 X8'TEE WTH&KG. - /; THE LEG TO THE NE '- -- / /i/ / / / _ / O gR 1 R SHALL BEPL AND // _ // ONE CALL CENTER Z PURL TAPP A " _- ,� /� i // �, /// // / / WWW.nCOCC.Org REMOVE EX. BLOKWT CONNECT TO EX. TER F)I ABLE 000 P CON7RACTCR TO VERIFY R EXACT LOCA770N, S/ZE, A HRW , AND MATERIAL. �� / / /// /i/ / - / \, / I O HRW TO PRONDE D/REC770N O �i /-' ON HOW TO CONNECT 70 O / (j SYSTEM WTH DIFFERENT STA77C PRESSURES X�13 w cn CAPE BU 45.0 , E 20 LANDS 45.05' 26.93' r -, 1 /1 1 �0 l _ / 1 N / % y// 1 ♦- 2i 123.57' - f---1 I 1- 1 1 -� I" p I / 1 fr / �� I /: /% // / \` 1 1 LLI W 1(1 Lu O 36 �/ �------ III \\--------- /'ll 1 11 1 ill I �� 0.32Ac j `JJ f - -� // / cn J , 1 I 1 1 0 I 553oSF - 1 // I \ / %C 1 \\ FES 2,52(�` l 1, I- - �1 1 i 1 r 74 c'I I ��� __-_ _I z \ / / �\, /� / 1 \/ �// \ / '\ O LQ \ INV IN54 1 1 I �' - ' 1 6,014 Ac V1 SF Q - - _ �, 7i • Z C) � / \ / ,k� I 1 I 76 all A F �� •js � �l / /' r / 1 / \�• \ _�j � z_ c�1 79 IQ 1 1 77 5,546 F 1 CB 2,5 � CD 5,53 SF.c. -_�1 � / /' VP �\ 1 I� � �� / 2 U y \ 6140 SF. 1^ I 5s19 S.F. 4 I TC= / I r •� / (n \ BO 1 1 78 I 6..13Ac _ I N. I 0.14 AC. C-199,12 \1,276 F 1 II s,000S.F /� C ,� \\ _ // 0.24 0.14 Ac. i QC2,55)INV 11 / / 1 I 1 p Sb�Iidv' l \ ` �P `. ' J / w � 1 5 C =196,4 -f W �� o � -� \ -� I J \'�. / � � J yc per` �F 199, 8 �'� ($,535INU A 4 // 34 IN- �,�b 1 5,53o SF __1 Q1 �\ w > =f_'36 _ l 0 6% o n 0.13 Ac // ___ \ , _ J ,; r , 1 I I 1 81 6342SF. / 11 1 �� 11 0 / J ✓ 2 __ //// / / I I I I \0.19 Ac. \ @ 0. 18" RCP _ +• 3310 IL CB 2,5Q 22 LF ® 0.5% - t. - -SN FH 013AcF II __ �C-195710 1 SEMEN- - \I ��t3� __-- - /J / / OPEN i 4 j BLN=C-1874 I \11(r2,5gNN-V 'BU = 94. 1 / 1 6,459 SF. I x I = � P A2E ,( 0.15 Aa J 32 i. I 4,869SF. ,o •P /� �� i 5,530S.F. 0.11 Ac s 1 �rnkk/ / 1 _L�� 0.13Ac. L\ �� \� o V 1 11 24i SF _ 12�92 TB 1,4 �t3�16' -- , FF S 1.1 6,00 L_-- --- 3 / \ I o14 Ac. I w / 1 q 00---�\ 5,8 5 SF. A + N;;: . T o \ 1 O INV ❑UT=195.81 � \ r- \ CB 5C -T \ ( w 1 /_ 9,088 SF. / 8,743 S.F. \11 cd - �.� 1 0.21 Aa /1 1 _ _6- 10 / \ 0.20 Aa V �- TC=19 CB 111 \� \ IN_1 S1 \ / \ I 1 ^ / \' o �c�i - ,I / \ I I `33 I \\ ��� = 95,62 TC 99fly g - CN \\ Ur-1/ 4, �NVV \IN=195.44 V ❑U \J% 18" RCP O \\195,2 04Q\PG 6 e 22 LF @ 0.5% o \ O 84 1s" RCP \�� ` 1 �X ® \// A. \ �� \ \ - - _ _ \ \\ \ I1 II I 1 I 0.11 A B 2, 8 I _T - \ 1, 1 "//9 -__�� � O ` 1 / \ •\. rc 200. 2 71 , / \ rn u r pro' , i' l \\ \ v L C49>I•NVI CB fief SF / / 2,3 / // 41 `\ �R� j / 1 / \ \ \.•\ \ \ O I 11 a TC= eAc. / , 6,712 SF , 1 _ \ Q \•\ \ 11 1 + 1 11 �= 3,7 `� �iNV lJ�1s35,28 l/ , \ / V ❑ = 92, 5 \ ,85 /.\ < - � ' �`_.._ 5,48c0 -2 ,00 1 1 13 A \ \ /1 / / \ \ �/ / (1,4>It11 IN= \ \ _ \0. \ / \ // /\\\` \ // 13yo/s,254�)IN IN- \ \\ \ -� \ // \ \ I1 k -NV&N-19 3 \ I\/ ' / \� \l/ \/��h 5,210 SF. \ \ is PQ� WA WIDE MULCH✓\ \\ - --vvETLAN D`\ f i J� 6@ / \c� \ ! �'�/0.12 Ac x \ �. 6\ KING TRAIL \ 1 1 1 C \\IN o�p�19 , d� /5200 �„�. \ / / (\ °° coy' �� \ BORDER 0.12 Ac.\ yo•//� / \ \\ , ,/� 1 p� - / \ sa17' \ \\ \ 1 \ \ I l 1 \ \� // / S \ / og \ , / , d•. c 1' _ SCM ACCESS A 62.17 -� r Q 44 p TC- 0 ----- /--__1 1----- 5UZI ,20o Sr� O s' (Y3)I N- MAINTENANCE ES T �\ \ S.F. \ �J, /5,200 (1,7>INV =193,35 1 1 / \ \ \ ZIR o.1z A/ , \ _ / \ • \,% (1,1)INV 5.00 \\ \� / 67 \ , \\ N6/\IN=191,97 \g0• 5,200 SF Ud \ \ \ \ FES 1.13 1 O9/4,922SF / p G; o.l Ac. p FES 1,1 , \ EDGE OF WATER \ / 520o SF \\ I \� [BUT=191 \ �$ NV ❑UT=193,73 y \ I I 1 �� / / \ \ 0.11 Ac\ !\ x .d.\ 0.12 Ac \h•//� /, / \ \\ //< / A'o INV �N=193,08 1 // 9\� ,// \ \\ / \\ \\ \ 1 \\ / / \\ \\\\ \ !� �� \ //j\ \ PcR�0. 1 \ \ < pyn' \ 27 11 26 I l /� \ \ \\ Lo JI�M 1 / \\ \N!� 6,125 SF. 16,125 SF. li i' 25 / / / ^ / ''o- �\ 1 \ \ \ ss / / \ \ \ S \ \ �J 18" RCP ' / \ �I l 0.14 Ac a14 n� / / / \\ ? �O \ �\ \ / B9 T \ \\ /\' 0 5&1 A F / J� \ I / Op , ` /\ '- I I I ' / 24 \ \-\ \ o-f4-,1c O' \. / ` 0�14 Ac� � \ > � S. \ \ \ �, 27 LF Ca? 0.5% \ 0.14 Ac. \ � l l l / 4,9 7 S.F. °�] 95, ,I° \ \\ / / \ 1 �\ !\ o \o L 2 Aa \ / /\\'� \\ \.// / �\ I J / 1y / \ \\ / e \ s,125 SF.�\ \CB 3,3�1 / s,125 S.F./ / \�\ / `� ✓l �d �\ /\s5 /' y \ l �S% �5�j��j0 7 q 6 kp• / \ / \ \\ l \ / \ 5,0090 0 SF. 29 50.1 Ac. ��� \\ /' 0.13 Ac.\\ \\\ I =199 r b`6-9 / X l/ / 5s33 SF. \\ V ❑U = �383' INV I / // \ , , I Ago_ 0 /� ® / \ ❑UT=1 1 / \\`\ 18" RCP � \ �. ' �4.46)I1V m=19 4 , \ \ / / 22 LF C� 46% - __JB 1.1430 IN=192, ` 64 / \ >/ p0\ S 1, 5 8 \ / 5000 SF. 5,317 SF. / \ \ \ gyp' 5,850 S. V ❑UT- 3/00 ..:� \ 1 \ 0.11 Ac \ \/ 1 8, / 0.5 // x 7 \ TC=196,15 0 •( 0.5°! .� T0.12 Aa/ 5,YibbfiS92,02 \ 5,200 S.F. \ \ \ / 0.13 Ac > \O 'y` OS iQC INV I C1 ...',s �,S/', // I -i'c 0.12 Ac. , \ / \ P 0 � \ / 0.11 Ac \'�� \ _ '" INV 9 7p',•'.. / E�� x / V ❑ =192 1 \ // // //\� �� N So00/ \�I J-' / B,Q��d , .�'1. \\ 1'O 2' \ $- bi- A' / � / � \\\ N� \ � \ / "cY 0.11 Ac 92 J s. 63 \� / \\ V 191,06 pp 49 \ 5000 S.F. dp G /5,200 SF. �,n ,l \ TRI ❑Ur=190,96�,/ ,�5200 / SPACE I F� ❑ur=193a�- _�'-- ' \�' /' \`\ \O 1 \\\.. �p' I \ \ N\/ ❑ =19�.64 1 ,/ j 0.11 Ac ' O �� 0.12 Ac \� / \ \\ / / \ .� 20 // 5,000 S.F. o % 138 � 0.11 Ac �\ 8,•221 SF 93 y \� 5 \ \ 5.13 SF. / / l/ I \/ 5,200 SF. 'p J I \ 0 P 0.19�tc- �7 // \\\ • \\ I\\ , ,� 5,000 O f 0.13 Ac. 00 t°` \ \ , \ 0.12 Ac. �lz ,l / 1 Ix0 0 \ o I 19 \SO• \ \� / Ci Ox I SS kp���\ `/ 13\ \\ \\ n / / ` ° \ \ \ \ /---- Ac / / \ / /' •$ �\' /' % /� °oA \ \\ G.aP �e�!, l 011 Ac. / \> \ CB 1,7 J �j.,/, l \ / \ /S,000 SF. \ / \c�R \ l / o.1z Ac / C \ - e �, o•°° �/ \ / 140 \ / l /\ 5,850 S.F. / \ / i \O TC-197,55 �00 5�,; k/ /\ 13s >\ \ / / \ 5,143 SF. O. �JO \/ /000 S.F. \ - C CL9)INV IN= a 5,000 SF.G / / e 0.11 Ac - � \ y \ 1 /� / \�\ CB 1 \ $. / \ /i / V ❑LYT=194f / , / •�\ \ -195,00 /� 52 P I' (1,2)INV ❑UT=1 9 IN=190,3�/ ,� 5,200SF. 135 >\ /j .,•. \\ / / TIE=195>Q 60'R SF \�--- \ / \_ elf'' / /\ 5,000 S.F. \!� �J15 \ / 0.11 Ac `7s 18" RCP /5,200 S.F. / \\ \ V ❑UT=1� 0.12 Ac. / A fp� �x i \ \ \ 0.)6 \ / ` \ � \ 0 �, 0.11 Ac. / \ D /3,30� / Ac. �/ / C=1X#tl 27 LF ® 0.5%i o.12Ac. / , /` , /� / // cn /I \/ C 3,25)INV \ O \ / pp \\ \ \ =197k4 \� 18" RCP p ( 31)INV - 1,03 \y/ // 41• LF (� 0.5% �.Xg9 \`\ / •.p 96 / /' ,/ \\ /pp 53 �it'z // �/ /\ l 5,000 SF 1 \ IN\/ QtJ 19 6 , , \ / k. xo \ N ❑ i"-\�aoo6SF\ l \/ p• 5,850 SF.CB o° / 011 Ac / \ \5,6250.13�6=1 \\ / ..13 Ac. _ 200 S.F. l \ \// / \ \ \ \ \/ p0C�° \ / - 1 A \ ` ` t INV ❑U 194 0 ( o. p / pp/ \ I k0 / `� x \ / / / FES\ DINV IN 1T9 / ,�' \ \ \ / , / kp. \ , , \ (3,27� 1,10 O `/\ \/ 18" p \�\ (l o• V l�\T=106 \ 2,42) V - ,83 / ,, �`\,p \ � � Q 22 LF ® 0.5% /00 / oft Ac• \\�\/ / \ \/ Op ' 2�/ i� ^/ \/ � 5ACF. •` �/\ \�� P\�P •.1 \\ 97 7,031 S.F. ^� �/ \ \ l [/ 18" RCP 24" RCP �- 5,625 S.F. / •Il\ 0.12 Ac• 0. /� I \\1 / / 0.16 Ac. / /\ 132 �\ \ l %/ / 20s / 1 �'•-, O !.\ \` \ / / \\ >� 0.13 Ac. \ /1 23 LF @ 0.4% 25 LF ® 0.5% �// I 1 \ 0.15 / \ $. \ 'C A / x ,/ \ \• \ / /,�� V 19�\ � \/ \ op / / T 19 .y�+'/ / \ / \ �,G s,029 CB 2,3Sy R �/ < \ TC-I �38h�000 S . CU, /520o SAC=1 ` I1235 \/ / 5000 SF. / \ \ / / ® CB\3,28 / 1 TC=194 1 F \ \ \ `iN 88. 6` 95.00 ,' 0.11 Ac. / \ \ // / / y \ 5443 44>IN IN=1 -- /� / !\ \ 189,64✓ \ \ TC=1�95,52 ' 012 fN 9 49 T° \�5 1 / //\ �\ h ```��„tut►i//��� s \\ / T-188, 1 \ 1= oD \/ \ \/// \ // 209 // V IN=191,56 \ l / rp' ° \\ i (2, 3)INV N� 2, / \ $_ \\! ( \ \� ��T=1�`f 30 ` / 7 / =191,3Ey ,/ ` �/ \\s� 5 �i ,/ VV�T ND \\ 0000`�N CAR�� '���i q / Ss e 0�1" 0.11 Ac. / \ / / 19 / \ \ \ \ . S S/ A- `. NV ❑ =1 2,3 / A 0 / 5,000 SF. / \ / / 210 \�5.00000A F S,B50 S.F. \ Pc Op/ \ G \\ \/ / /, I T 90, S /' \ / / 5,885\S.F. (3,2�SI , 1 11 \\ OF C)N v i \\\ 0.13Ac. ' \\\ 1 .1� m o \ BbR ERall 9 9 ; / '\ \ �• \ 1��/ / k0 5,000 SF. / `\ S / 18" RCP \ \ / \ /'al / 22 LF a 0.5% IN-189,4 // _ _ 2, Yh �Gs 9s,8 011Ac / \ ` .� 5° , 5e ' '�\ ,�/ - �\ A ` `� ,� 8,98 1�// /\� = SEAL e \\ / / L �883,� / \/ / / 3 F 247 / CB 3 // 100 e o° T- \ lE\ / / \ / // 7 �' 14 Ac.\ \ 19843 / h• 5,000 SF. \>, 55 12B \ / F / 212 '�� r\P' / ^ / ,�,(� �4� 193, � Q 7,031 S.F. / k0/ 5,000 S.F. \ / ' / S 246 C=1 ,57 / , 5,7Yd ,' ` / \ 0.16 Ac / •9� 5E� 0.11 Ac. / TSi189,�` 9`F^ �•. Il / /� \ \ \� 1 i v •.F � � � \\A �\ /'moo \\/ \ / S 'IMP \ \ NGINE�•',5,� o� / \ x0 �t \ , / / p 245 y-18 / \ 2� / \ i V o p0 101 30" RCP / / z14 / G I , k' 2 \ 2i, \ / '�� 127 >\ \ / / / !� \ % /� \ Q O° 1# \ \ I i CNAEL \ 2,43 / / ` S,000 SF 27 LF @ 0.5% /\ 5,000 SF \ / % / tx 244 , / /\ \ \� % \ " SF I \ 7 �eiu u►►��� 0.11 Ac O' o.11 Ac \ / \ \ / / / i �'�' / / =1 Ac l �� 3 �- �.® \/ \ \/ \\ \j/ •0 \// k 7510 SF\ R I V IIY.=188,6� 0 \ \ \ x0 / p00.17 Ac X"C=142, IN ❑UX= \ 1 a 18" RCP 12s , / / ''a \ •o 41 LF (� 0.5% \10 /\` 5.000SF. \ <� 21s ti / \ \ /` \ IPyv IN=1 7 ���\� \ 1M \ 10/16/23 -a u�. 2�2 / / / \ \ �, \ / \ \ IDW ❑�1T=18 30 125 \ j / =19 oQ / / / 24/' ,/ et4 ��OA \\ \/\/ , 3/� 5,A8*3\Ac. SF _ \I ORA/NAGS 11 //� N`q18❑Ur8899 � / // \\ / o.i A. �i� /�% o" � `° \ � i_ X/ /103 E'o (2�1N\Y )?PI'c19 \/ \ /`i \ , ---- PLAN ONE \ \\ \ 5.SF. o (2.3N y IN=194,,5u / // / \jQy > \� F. \ i / \ l 5,000 SF. ,15 \ 148 \ � �� o � /< // � 18" RCP / \ �'$ O• ,22 � x0 / / /, \ 1/ \ 0.11 Ac N�J�IP�x186�981 219 5 / / REVISIONS 0 0.5% \ \/ /1kY 95,0 188.7 l / op °�. �\ I 149 INV =18 � 136,78 1 / / 239 \ >INV IN= 5 N \ � 1 \ / 'JO)I 9 ` O 220 - V T- ,' \ / 5,000 SF. 3 7 23 30% Plot Set !/ /\ $^ \�\\ / / __- 238 /`I \ T=18 0 � 87 4 16N Ix = 3 17 23 50% Plot Set \l \ O.11Ac x0 /I 13 I 3.Dd'--�- / / 0 ` / ,' \ \r' \ ti )1/ - 9 11 23 Resubmittal / 5 24' RCP / P DI 3,17�\ \ 150 \ // ,r, / / G p0 105 A 36 LF (� 0.5% 2221 G / / k TC= 91 soo0 SS 8 �- 9 \ \ 5,0' SF. \ / J / \ 8. / �0 30" RCP g 11/1/23 HRW Resubmittal \ \ / e 23s / ❑UT=1 \ 0; � ✓ L, � o0o S� -1' \ \ 0.11 Ac /, I g / \ \ QJ, \ `� o 33 LF 0 0.5% 011 Ac.1 I a / 5 \ / ° / I / 9, ko•p \ 151 / �C $ \,/ %- � / /� � / - 3, 0223 �� / 235 / o / \\ � \ I , , 1 1 24 24 HRW Resubmittal , �� // \5,00o 106 ❑UT=1 8,0 18" / \ \ 0.1I Ac ,�b63 \( \--- I-- -� -�- \\ SF I 20 LF (� 0.5% ' \ k0 O ' \ \ 1 476 ® / , k0• r/\ \ 152 x / \ 1 \ rn_ \ I 50I S.F. I O� 000 SF. I 2 3 5,000 S.F.\\, / 15 ' 0.1 Ac I 1 I o 7 / / , \ \/ 0.11 Ac \/ l 1 I �_� 1 1 I FILE NO. 2022-063 107`\ IN=18 75 / \ \ ` CB 3,18 / \ 174 \ �7-- S -L-a-- \ 5,625 S.F. =192,1 ` = Z,0 /' kph / \ I �\ \ 153 \ 194,0 /\ \ s,13s S) HORZ. SCALE: 1"=60' SCALE: 1 = 60 s � \ �/ , 0.13 Ac ( �187.. \ / ' \ \ / 5000 S 19 z / \ \ \\\ -- I o \ / x 232 , / \ /,/ 0.14 AcJ \ \ 011 ��1V \ I \ I2247 II I 1 006 SF I 1 I $ VERT. SCALE: NONE 0.17 Aa 0.11 Ac .1 0 60 120 150 180 �,�` ,�� o� / 231 /' kp°o /\\\ �\ 154 \\ S,000 SF � / ,\\ G h lc �Z , / / \ \ / S,000ASF. \ / -08 \�xo0 L MCP 5% , \0.11 Ac \ \/ CB �,lA r MANY ARE THE PLANS IN A PERSONS HEART, BUT IT IS THE LORD'S PURPOSE THAT PREVAILS. PROVERBS 19:21 11 Ac• r C.. ' �IW1L'I\}E}T�1@7 07 C 1 O mop / L �- \ O \ 6a = \ \ / ` \ Y'INV ❑UT-1 0 - �I T�iS�TKIWII Tni-104 oa