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770 <br />765 <br />760 <br />755 <br />750 <br />745 <br />740 <br />735 <br />M <br />2 <br />- <br />� <br />Q <br />CD <br />O <br />o <br />EXC <br />N LO <br />=00� <br />IM: <br />52. <br />7 (S <br />RV <br />EYE <br />_ <br />) <br />PROPOSED <br />GRADE <br />+ LO <br />0- LP r-- <br />INV <br />IN: <br />749.40 <br />CI- <br />2) <br />p <br />Cn C <br />= v <br />O <br />�C-q <br />2 0 � <br />co L6 <br />0`Y'- <br />�H� <br />c- �� <br />EXISTING <br />GROUND <br />OM <br />SURVEY <br />EX. <br />STORM <br />STRUCTURE+ <br />+� <br />a-9 <br />RIM:70.4 <br />INV <br />IN <br />745.73 <br />W) <br />�M <br />2 -4 <br />+ LO <br />iL CV <br />O <br />a <br />- <br />- <br />WF- <br />O <br />M <br />pop O <br />O <br />O O N <br />CO <br />LO O <br />o <br />LUC~nw <br />o <br />_ <br />_ <br />- <br />R <br />P. <br />5" RCP <br />LO <br />G <br />- <br />p <br />I <br />I <br />EA <br />TFIELD <br />RO <br />D <br />- <br />15" <br />cP <br />_ <br />_ <br />_ <br />_ <br />- <br />INV OUT: 756.00 <br />5, <br />5- <br />WM <br />- <br />_ <br />I <br />1J <br />1 <br />"RC <br />CLASS <br />V <br />X-ING <br />4 <br />INV IN: 745.80 <br />INV IN: 745.80 <br />INV OUT: 745.60 <br />25 <br />.65' <br />of 8 <br />(MH <br />(MH <br />13) <br />14) <br />1 <br />4.53of <br />8" <br />SAN. <br />SW <br />. @ <br />3.37 <br />/0 <br />86.30' <br />o <br />8" <br />AN. <br />WR @ <br />22 <br />.77'of8"SAN. <br />SW <br />.@0.61/° <br />INV <br />INV <br />IN: <br />OUT: <br />744.05 <br />743.85 <br />(MH <br />12) <br />INV <br />IN: <br />OUT: <br />743.30 <br />743.10 <br />(MH 11) <br />INV <br />IN: <br />741.70 <br />(MH <br />10) <br />INV <br />INV OUT: 741.50 <br />INV IN: 741.01 (MH 9) <br />INV IN: 741.01 (SURVEYED) <br />INV OUT: 740.81 (SURVEYED) <br />TRUNK <br />SKYSCAPE <br />DRIVE <br />0+100 <br />EX TELE VAULTS <br />EX 8" SAN. SWR. - <br />CLTWTR JOB# 100-07-541 <br />FILE #1178-3 <br />EX 15' CLTWATER SSRW <br />DEED: 6678-343 (CABARRUS COUNTY) <br />DEED: 20644-446 (MECKLENBURG COUNTY) <br />MAP DB-0056. PG-0066 <br />7 -77---= <br />14.53' of 8" SS <br />400 <br />2+100 <br />3+100 <br />71 <br />- <br />EX. WATER VALVE <br />PROP MH-9 r4d\ <br />STA. 0+14.53 EX 18" RCP <br />M <br />-F&C=A-2- - - - - <br />---- <br />q q <br />4+100 <br />5+100 <br />6+100 <br />EX.: FH <br />ID #: HYD-20855 <br />EX.: 16" BFV EX. EOP EX TELEPHONE <br />ID #: VAL-58752 PROP. EOP PEDESTAL <br />- M -A.n <br />- - - - - - - - - <br />O <br />EX.: 16" BFV ±2,528 LF <br />D#: M H-530873 _ _ _ _ _ _ _ - _ _ EX. Cl I D #: VAL-58704 <br />STA. 0+00.00 - - - - - - - - - - - - - - - - - - Q <br />- - - 229.77' of 8" SS _ ° a1 1 <br />QS N57°13'1WE-cl �\ .00 ^________________________ -- 21 <br />._._ QS- ---- _ -ti <iC--LO <br />- <br />- - - PROPS H-10 - - 2L EXISTING R.O.W. - - 15" RCP CLASS IV41 - - - - - <br />STA 2�44 30 N3 ° 57' G'" R0P1 ESM PROPOSED R.O.W. <br />o� S 2-1 F&C = 2 <br />S1 56' 53 2% 7 <br />6 s cos <br />2U.4 <br />"W / / <br />tD38.01 / CO \ <br />Ca / / EX 18" RCP oCP <br />_ <br />. -r. � . . . . .h <br />.1.7 .: N <br />°�1 / EX. WATER ��/ m <br />VALVE <br />/\ EX 36" R% 5°-24�XE <br />24?FH 3„E <br />EX <br />Y <br />/ _--PROP MH-11 \ <br />__STA. 3+30.60 <br />7' \\ <br />OMMON O N \\ \ \ <br />sP'Ac \ o <br />i� <br />0.2 AC OCD <br />(� <br />EVOLUTION AQUATIC & <br />\ ACTIVITY CENTER \ <br />:•• #11202 <br />PID 46704516610000 \ \ <br />7+100 <br />8+00 <br />770 <br />765 <br />760 <br />755 <br />750 <br />745 <br />740 <br />735 <br />9+00 <br />EX 16" WATER MAIN <br />CLT WTR FILE M 918-001 <br />CLTWTR JOB M 300-98-040 EX. EOP <br />M - M ytn - <br />- PROP. EOP <br />EASTFIELD / HARRIS ROAD <br />(NCDOT MAINTAINED) <br />(S.R. 2459 / 1449) <br />BACKFLOW PREVENTOR PER <br />CLT WATER STANDARDS. <br />cos 2 <br />NOTE: ALL 4" LATERALS CONNECTING <br />TO MANHOLES SHALL MATCH CROWNS. <br />/ SKYSCAPE DRIVE <br />I/ (TOWN OF HUNTERSVILLE MAINTAINED) <br />O 257.65' of 8" SS w 205.90' of 8" SS <br />N56° 56' 25"E N55° 41' 16"E <br />-- PROP- <br />STA.5+88.25 <br />10' SETBACK TYP. = - CHARLOTTE <br />( I )-0+00.00 I 15' R PROP 3/4' IRRI. METER <br />F&C = A-1 � , (1,B°C) W TER <br />5' CONC. <br />SIDEWALK <br />8" WATER MAIN 2 APPROVED <br />� n T <br />47 46 SEE SHEET 3, I A PRO VT EL <br />PROP MH-13 <br />45 I ® I I STA. 7+94.15 c <br />N F&C = A-1 '/�-- 11/14/2023 <br />T PLANTING / Chris Saunders Date <br />STRIP <br />-1 L -1 L <br />PROPERTY LINE o <br />Z <br />QZ- <br />\ 0Q_ <br />\ 4„ SS -7 <br />\\ LATERAL I U)LU <br />/ <br />\\ \ W/ CO (TYP.) M 00- <br />\\\ \ 44 0 i <br />\\ 4" WATER N z = J <br />\ METER (TYP.), E J 0O <br />1'BOC_ i m O- � \ CHARLOTTE CHARLOTTE <br />W6TER CHARLOTTE, NORT <br />CAR <br />CA <br />20 �O°�y ZFp'•.• 100-22-596 S <br />`9 = = Landworks 100-21 No. W SANITARY SEWS <br />oQ SEAL 1.0 _* �� C-N� �: <br />r .o �; ¢� Design Group, PA <br />Job No. Scales File No. <br />DISTRIBUTION <br />cn ��°° .` i .• a• �.17 CREATING SPACES TO LIVE, WORK AND PLAY PLAN 1" = 40' BILLINGS PI <br />° 00 <br />°S �I; ; ♦��� ,���i, ��OFS I GN ``;````1230 West Morehead Street, Suite 304 tel: 704-841-1604 PROFILE <br />H o r. 1 "- 40' <br />�nnnn►� 10/16/Z3 1m1111 Charlotte, NC 28208 fax.704-841-1604 .. 7'Rl wk, try A./i/-ri:nR' <br />Page 41 <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH <br />CHARLOTTE WATER STANDARD SPECIFICATIONS. <br />