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HomeMy WebLinkAboutSW6231106_Plansheet - Grading/Drainage Plan_20240228 ....................................................................................... .................................................................................... ............. ............................... ....................... ................................................................................................................................................................................................... �� BEFORE YOU DIG, AREA 1 00 co CALL 0 (y) ;0 (SR 17 201(p x OF USLIC R/\NAJO A 0 Ifl -- I- 1 1-1 0 Lc) 0 PG 26 M 0 PS 200 mcr�nv&,= 0 ca-M N > Lr) WAW� CN v NORTH CAROLINA r NO TE. z 0 ONE CALL CENTER www.ncocc.org MAX GRADING WITHIN ROW IS 2. 0% BU 2n' LANDSCAVL- rQ ------ X1. a. Xta I_i0 is W A 0, W 0 2 ————————--————— jvM II LL, LLJ v a, C5 > LLI 14� ---------7,./'/ U) I SM. . I I — y au- 0 x OPEN A tooASPS. I/ <1 \ ------SPAtE PA, x c� L———————-------- J0 N V V\ /I F LLI Lu LLI r aZ A, Lu V) CN z 0 LQ f­ 00 _�\ \ / C) r- all A N2 1A. V) 100q-- A Ld L V) -i—————————————— z -k < Ld > 1\\&11k ---wEfi: Nb\ Lu 3 V) QesT 00 z 112 N fALL DRAINRIGHT—OF— GE EASEMENTS OUTMDE DGE OF WATI TIE PUBLIC RIGHT—OF—WAY AND ALL SOM'S MALL BE THE MAINTENANCE BLN=C-1874 27s,rs r OF THE HOA A 170, < / AVI J0 A -A; 1 P 46 PAAS \ 6 \ /' / 4 / / I J \ AP,aeon vAP ro�Ja O "A x \\\ i xaw� ;4 /xE o sA "\ ���III"' �, / q ° a,A° /\ xaeo srl ,// / \ Q Aa/ Y � x si _ ♦\\ � \ O \\ \ P N\\& EDGE OF WATER 7aWW� • AREA 2 a P"1A06.100 N\\ It A. \ 0 / aaw sr. m-te xs ¢ K \ , T, / S�¢. JP4�v' say ;,� , , %tom \ o� ,i �, }8.\\.. I O, I\ //�` / Q POND LOT 'AN 161,698 SF 3.71 AC q 4 x-�r ` O < A&x1. r. \ N—1 \ -) /A' a X awn II (o-, q'R ,C� / � Eer S / � xmo u I ate* 9� / I 1 \ /j� ,/ � \ \/ \ O a 7 o�- Amu&r., elz AM.q- 2 wt, ��\A­aF. Am A- 2M tosF M a ALL DRAINAGE EASEMENTS OUTSIDE \ y THE PUBLIC RIGHT—OF—WAY AND ALL 90keS MALL BE THE MAINTENANCE RESPONSIBILITY OF THE HOA. R NP RAP OUTLET PROIEC770M 6' 10/ START WDTH xa END WDTH- 17' \ O \ O LENGTH— 14' DEPTH— is' PA CY I 1411s A PIL ;el, v 10 at AN ,2 j A& im IF. FA. Im 1w U2 A. MN V;I'J Z* wzv .0 I OF RESMAEV teafi x 0 r DIP 6*GA 7E VAL W M700 V100, 4/1 7hWUST COUAR PLUWM AAV TAPPED W1 2'&OWfF an NOW 0 CARO""PRO. PUMP ,, STATION ;�bk (SEE D-08) VESS/0'1- SEAL 013A. 19843 PRO GIN ­ (-lafA E L top 111...ilia 10/16/23 OVERALL GRADING PLAN ———————————————————————————————— -7 ————————-I REVISIONS 2/28/20 EC&PWS Comments 4/16/20 RFC - Kolter Rev. 3/7/23 30% Plot Set ",-SPACE 7/6/23 Permiting Set 9/11/23 Resubmittal 11/1/23 HRW Resubmittal 1/24/24 HRW Resubmittal FILE NO. 2022-063 .4 t HORZ. SCALE: 1"=100' VERT. SCALE: N SCALE: 1 100' OUN Y.SEE D-07 ETAILS ON CHECK VALVE N VAULT AND ADDIEOT�: 0 100 200 250 360 1 CE-22 MANY ARE THE PLANS IN A PERSONS HEART, BUT IT IS THE LORD'S PURPOSE THAT PREVAILS. PROVERBS 19:21