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770 <br />765 <br />760 <br />755 <br />750 <br />745 <br />740 <br />LO <br />w_ <br />a � ti <br />W F— <br />ao7�_ <br />C) w <br />00 <br />a N <br />Of � g <br />EXISTING <br />GROUND <br />PROPOSED <br />GRADE <br />LO <br />oL <br />=Lov <br />�+M, <br />— <br />— <br />— <br />— <br />_ <br />0H <br />�U)of <br />wm <br />15" <br />P <br />zz-— <br />WM <br />II <br />— <br />15" <br />CP <br />1 <br />— <br />15 <br />CP <br />— <br />— <br />_ <br />15 <br />RCF <br />- <br />- <br />N)60 <br />co <br />_ <br />-- <br />4' <br />P <br />II <br />INV OUT: 750.20 <br />ILI=— <br />— <br />2 <br />0.04' <br />of 8" <br />SA <br />. S <br />R. <br />° <br />230' <br />DIP <br />INV <br />INV <br />IN: 747.70 (MH <br />OUT: 747.50 <br />15) <br />INV IN: 745.80 (MH <br />INV IN: 745.80 (MH <br />13) <br />14) <br />INV OUT: 745.60 <br />BILLINGS <br />FARM <br />ROAD <br />UTUU <br />I TUU <br />LTUU <br />JTUU <br />\ zcl) i <br />f <br />=m I <br />z� �I <br />cn <br />PROP MH 13 \ \ \ \ m <br />/ m <br />P <br />\ STA. 7+94.15 \\ i D � <br />�\ 5 F&C = A-1 \ \ \\ \ \ O <br />\ \ \ \ \ \\ 7 m <br />O 15" RCP <br />G \ —�A 5' CONC.7,3 \ <br />SIDEWALK \ •,.;-' \\ <br />I (0' �o zss \ \\ ® \ \ <br />O 0' <br />�,�O N PAN <br />PROP. 8"WM GSFP�v�MP� <br />SEE SHEET 3 <br />\ <br />G <br />MATC \ 5 R <br />H LINE <br />\ SEE SHEET ; <br />/ / �•� 2$ ' S5 g5 \ <br />3 <br />'ROP FH <br />PROP MH-12 45 \ \\ <br />STA. 5+88.25 <br />=0+00.00 / \\ <br />F&C = A-1 \\ <br />'-FTUU <br />UTUU <br />OTUU <br />1 TUU <br />SEE NOTE THIS SHEET ABOUT DIP WATER MAIN I PROP MH-15 <br />I I I I STA. 6+95.69 <br />F&C = A <br />® I I <br />10 I 11 I 12 MFCIq 13 I 14' I I <br />9 <br />41,�WATER METER I O I O I O I cgegR 'FIeHRG I I I I <br />(TYP.), 1 BOC RUSC OC/NT, 15 <br />co <br />8" WATER MAIN <br />SEE SHEET 3 <br />415.66' of 8" SS \ <br />15' C P <br />S10° 33' 08"E <br />15" RCP <br />I 71j0-'Sff_T__BA­1f_K(T1rP_) � � � I <br />T PLA <br />NTING III I I PROP MH-8 <br />STIRIIP 14"IDIP LAT I I III I STA. 2+30.93 <br />\ \\ OVERSTOM <br />SEE NOTF&C = A-1 <br />E 40 I 39 I 138 37 I I I / <br />\ \ \ PROP MH-14 41 THIS SHEET ilia <br />\ 43 STA. 2+80.04 I� 00 <br />\ F&C = A-2 I I IICI <br />\ \ MIN 4' FROM EOP PROPERTY I I,I I I 36 <br />\ \ 4" SS LATERAL � I � � LINE <br />\ W/ CO (TYP.) <br />15' SDE it <br />j _ = 3s�_RCPco <br />����►►� i � new <br />oQ� Von <br />o SEALo ro*� <br />o <br />o <br />;��� IIIn�►`%� 10/16/7-3 <br />Landworks <br />Design Group, PA <br />CREATING SPACES TO LIVE, WORK AND PLAY <br />1230 West Morehead Street, Suite 304 teL 704-841-1604 <br />Charlotte, NC 28208 fax 704-841-1604 <br />NOTE: <br />• LATERALS FOR LOTS 38-40 TO <br />BE DIP AND INSTALLED <br />UNDER STORM AT MINIMUM <br />SLOPE PER CLT WATER <br />STANDARDS. <br />• ALL 4" LATERALS MUST HAVE <br />MIN 4' OF COVER. <br />• IF LATERALS GO OVER <br />WATER MAIN. WATER MAIN <br />WILL HAVE TO BE DIP. <br />NOTE: ALL 4" LATERALS CONNECTING <br />TO MANHOLES SHALL MATCH CROWNS. <br />CHARLOTTE <br />WVTER <br />APPROVED <br />Chris Saunders <br />11 /14/2023 <br />Date <br />Page 42 <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH <br />CHARLOTTE WATER STANDARD SPECIFICATIONS. <br />